土木工程专业英语

第一部分必须掌握，第二部分尽量掌握第一部分：1 Finite Element Method 有限单元法2 专业英语Specialty English3 水利工程Hydraulic Engineering4 土木工程Civil Engineering5 地下工程Underground Engineering6 岩土工程Geotechnical Engineering7 道路工程Road (Highway) Engineering8 桥梁工程Bridge Engineering9 隧道工程Tunnel Engineering10 工程力学Engineering Mechanics11 交通工程Traffic Engineering12 港口工程Port Engineering13 安全性safety17木结构timber structure18 砌体结构masonry structure19 混凝土结构concrete structure20 钢结构steelstructure21 钢-混凝土复合结构steel and concrete composite structure22 素混凝土plain concrete23 钢筋混凝土reinforced concrete24 钢筋rebar25 预应力混凝土pre-stressed concrete26 静定结构statically determinate structure27 超静定结构statically indeterminate structure28 桁架结构truss structure29 空间网架结构spatial grid structure30 近海工程offshore engineering31 静力学statics32运动学kinematics33 动力学dynamics34 简支梁simply supported beam35 固定支座fixed bearing36弹性力学elasticity37 塑性力学plasticity38 弹塑性力学elaso-plasticity39 断裂力学fracture Mechanics40 土力学soil mechanics41 水力学hydraulics42 流体力学fluid mechanics43 固体力学solid mechanics44 集中力concentrated force45 压力pressure46 静水压力hydrostatic pressure47 均布压力uniform pressure48 体力body force49 重力gravity50 线荷载line load51 弯矩bending moment52 torque 扭矩53 应力stress54 应变stain55 正应力normal stress56 剪应力shearing stress57 主应力principal stress58 变形deformation59 内力internal force60 偏移量挠度deflection61 settlement 沉降62 屈曲失稳buckle63 轴力axial force64 允许应力allowable stress65 疲劳分析fatigue analysis66 梁beam67 壳shell68 板plate69 桥bridge70 桩pile71 主动土压力active earth pressure72 被动土压力passive earth pressure73 承载力load-bearing capacity74 水位water Height75 位移displacement76 结构力学structural mechanics77 材料力学material mechanics78 经纬仪altometer79 水准仪level80 学科discipline81 子学科sub-discipline82 期刊journal ,periodical83文献literature84 ISSN International Standard Serial Number 国际标准刊号85 ISBN International Standard Book Number 国际标准书号86 卷volume87 期number 88 专着monograph89 会议论文集Proceeding90 学位论文thesis, dissertation91 专利patent92 档案档案室archive93 国际学术会议conference94 导师advisor95 学位论文答辩defense of thesis96 博士研究生doctorate student97 研究生postgraduate98 EI Engineering Index 工程索引99 SCI Science Citation Index 科学引文索引100ISTP Index to Science and Technology Proceedings 科学技术会议论文集索引101 题目title102 摘要abstract103 全文full-text104 参考文献reference105 联络单位、所属单位affiliation106 主题词Subject107 关键字keyword108 ASCE American Society of Civil Engineers 美国土木工程师协会109 FHWA Federal Highway Administration 联邦公路总署110 ISO International Standard Organization111 解析方法analytical method112 数值方法numerical method113 计算computation114 说明书instruction115 规范Specification, Code第二部分：岩土工程专业词汇1.geotechnical?engineering岩土工程?2.foundation?engineering基础工程3.soil,?earth土4.soil?mechanics土力学cyclic?loading周期荷载unloading卸载reloading再加载viscoelasticfoundation粘弹性地基?viscous?damping粘滞阻尼shearmodulus剪切模量?5.soil?dynamics土动力学6.stress?path应力路径?7.numerical geotechanics 数值岩土力学二. 土的分类 1.residual soil残积土 groundwater level地下水位 2.groundwater 地下水 groundwater table地下水位 3.clay minerals粘土矿物 4.secondary minerals次生矿物 ndslides滑坡 6.bore hole columnar section钻孔柱状图 7.engineering geologic investigation工程地质勘察 8.boulder 漂石 9.cobble卵石 10.gravel砂石 11.gravelly sand砾砂 12.coarse sand粗砂 13.medium sand中砂 14.fine sand细砂 15.silty sand粉土 16.clayey soil粘性土 17.clay粘土 18.silty clay粉质粘土 19.silt粉土 20.sandy silt砂质粉土 21.clayey silt粘质粉土 22.saturated soil饱和土 23.unsaturated soil非饱和土 24.fill (soil)填土 25.overconsolidated soil超固结土 26.normally consolidated soil正常固结土 27.underconsolidated soil欠固结土 28.zonal soil区域性土 29.soft clay软粘土 30.expansive (swelling) soil膨胀土 31.peat泥炭 32.loess黄土 33.frozen soil冻土 24.degree of saturation饱和度 25.dry unit weight干重度26.moist unit weight湿重度45.ISSMGE=International Society for Soil Mechanics and Geote chnical Engineering 国际土力学与岩土工程学会四. 渗透性和渗流1.Darcy’s law 达西定律2.piping管涌3.flowing soil流土4.sand boiling砂沸5.flow net流网6.seepage渗透（流）7.leakage渗流8.seepage pressure渗透压力9.permeability渗透性10.seepage force渗透力11.hydraulic gradient水力梯度 12.coefficient of permeability渗透系数五. 地基应力和变形1.soft soil软土2.(negative) skin friction of driven pile打入桩（负）摩阻力3.effective stress有效应力4.total stress总应力5.field vane shear strength十字板抗剪强度6.low activity低活性7.sensitivity灵敏度8.triaxial test三轴试验9.foundation design基础设计 10.recompaction再压缩11.bearing capacity承载力 12.soil mass土体13.contact stress (pressure)接触应力（压力）14.concentrated load集中荷载 15.a semi-infinite elastic solid半无限弹性体 16.homogeneous均质 17.isotropic各向同性 18.strip footing条基 19.square spread footing方形独立基础20.underlying soil (stratum ,strata)下卧层（土）21.dead load =sustained load恒载持续荷载 22.live load活载 23.short –term transient load短期瞬时荷载24.long-term transient load长期荷载 25.reduced load折算荷载 26.settlement沉降 27.deformation变形 28.casing套管 29.dike=dyke堤（防） 30.clay fraction粘粒粒组 31.physical properties物理性质 32.subgrade路基 33.well-graded soil级配良好土 34.poorly-graded soil级配不良土 35.normal stresses正应力 36.shear stresses剪应力 37.principal plane主平面38.major (intermediate, minor) principal stress最大（中、最小）主应力 39.Mohr-Coulomb failure condition摩尔-库仑破坏条件 40.FEM=finite element method有限元法41.limit equilibrium method极限平衡法42.pore water pressure孔隙水压力43.preconsolidation pressure先期固结压力44.modulus of compressibility压缩模量45.coefficent of compressibility压缩系数pression index压缩指数 47.swelling index回弹指数 48.geostatic stress自重应力 49.additional stress附加应力 50.total stress总应力 51.final settlement最终沉降 52.slip line滑动线六. 基坑开挖与降水 1 excavation开挖（挖方） 2 dewatering （基坑）降水 3 failure of foundation基坑失稳4 bracing of foundation pit基坑围护5 bottom heave=basal heave （基坑）底隆起6 retaining wall挡土墙7 pore-pressure distribution孔压分布8 dewatering method降低地下水位法9 well point system井点系统（轻型） 10 deep well point深井点 11 vacuum well point 真空井点 12 braced cuts支撑围护 13 braced excavation支撑开挖 14 braced sheeting支撑挡板七. 深基础--deep foundation 1.pile foundation桩基础1)cast –in-place灌注桩 diving casting cast-in-place pile沉管灌注桩 bored pile钻孔桩 special-shaped cast-in-place pile机控异型灌注桩 piles set into rock嵌岩灌注桩 rammed bulb pile夯扩桩2)belled pier foundation钻孔墩基础 drilled-pier foundation钻孔扩底墩 under-reamed bored pier3)precast concrete pile预制混凝土桩4)steel pile钢桩 steel pipe pile钢管桩 steel sheet pile钢板桩5)prestressed concrete pile预应力混凝土桩 prestressed concrete pipe pile预应力混凝土管桩 2.caisson foundation沉井（箱） 3.diaphragm wall地下连续墙截水墙 4.friction pile摩擦桩 5.end-bearing pile端承桩 6.shaft竖井；桩身 7.wave equation analysis波动方程分析 8.pile caps承台（桩帽） 9.bearing capacity of single pile单桩承载力 teral pile load test单桩横向载荷试验 11.ultimate lateral resistance of single pile单桩横向极限承载力 12.static load test of pile单桩竖向静荷载试验 13.vertical allowable load capacity单桩竖向容许承载力 14.low pile cap低桩承台 15.high-rise pile cap高桩承台 16.vertical ultimate uplift resistance of single pile单桩抗拔极限承载力 17.silent piling静力压桩 18.uplift pile抗拔桩 19.anti-slide pile抗滑桩20.pile groups群桩 21.efficiency factor of pile groups群桩效率系数（η）22.efficiency of pile groups群桩效应 23.dynamic pile testing桩基动测技术24.final set最后贯入度 25.dynamic load test of pile桩动荷载试验26.pile integrity test桩的完整性试验 27.pile head=butt桩头 28.pile tip=pile point=pile toe桩端（头） 29.pile spacing桩距30.pile plan桩位布置图 31.arrangement of piles =pile layout桩的布置32.group action群桩作用 33.end bearing=tip resistance桩端阻 34.skin(side) friction=shaft resistance桩侧阻35.pile cushion桩垫 36.pile driving(by vibration) （振动）打桩 37.pile pulling test拔桩试验 38.pile shoe桩靴 39.pile noise 打桩噪音 40.pile rig打桩机九. 固结consolidation1.Terzzaghi’s consolidation theory太沙基固结理论2.Barraon’s consolidation theory巴隆固结理论3.Biot’s consolidation theory比奥固结理论4.over consolidation ration (OCR)超固结比5.overconsolidation soil超固结土6.excess pore water pressure超孔压力7.multi-dimensional consolidation多维固结8.one-dimensional consolidation一维固结9.primary consolidation主固结10.secondary consolidation次固结11.degree of consolidation固结度 12.consolidation test固结试验 13.consolidation curve固结曲线 14.time factor Tv时间因子15.coefficient of consolidation固结系数16.preconsolidation pressure前期固结压力17.principle of effective stress有效应力原理18.consolidation under K0 condition K0固结十. 抗剪强度shear strength 1.undrained shear strength不排水抗剪强度2.residual strength残余强度3.long-term strength长期强度4.peak strength峰值强度5.shear strain rate剪切应变速率6.dilatation剪胀7.effective stress approach of shear strength 剪胀抗剪强度有效应力法 8.total stress approach of shear strength抗剪强度总应力法 9.Mohr-Coulomb theory莫尔－库仑理论 10.angle of internal friction内摩擦角 11.cohesion粘聚力 12.failure criterion破坏准则 13.vane strength十字板抗剪强度14.unconfined compression无侧限抗压强度15.effective stress failure envelop有效应力破坏包线16.effective stress strength parameter有效应力强度参数十一. 本构模型--constitutive model1.elastic model弹性模型2.nonlinear elastic model非线性弹性模型3.elastoplastic model弹塑性模型4.viscoelastic model粘弹性模型5.boundary surface model边界面模型6.Duncan-Chang model邓肯－张模型7.rigid plastic model刚塑性模型8.cap model盖帽模型9.work softening加工软化 10.work hardening加工硬化 11.Cambridge model剑桥模型 12.ideal elastoplastic model理想弹塑性模型 13.Mohr-Coulomb yield criterion莫尔－库仑屈服准则14.yield surface屈服面15.elastic half-space foundation model弹性半空间地基模型 16.elastic modulus弹性模量 17.Winkler foundation model文克尔地基模型十二. 地基承载力--bearing capacity of foundation soil1.punching shear failure冲剪破坏2.general shear failure整体剪切破化3.local shear failure局部剪切破坏4.state of limit equilibrium极限平衡状态5.critical edge pressure临塑荷载6.stability of foundation soil地基稳定性7.ultimate bearing capacity of foundation soil地基极限承载力 8.allowable bearing capacity of foundation soil地基容许承载力十三. 土压力--earth pressure1.active earth pressure主动土压力2.passive earth pressure被动土压力3.earth pressure at rest静止土压力4.Coulomb’s earth pressure theory库仑土压力理论5.Rankine’s earth pressure theory朗金土压力理论十四. 土坡稳定分析--slope stability analysis1.angle of repose休止角2.Bishop method毕肖普法3.safety factor of slope边坡稳定安全系数4.Fellenius method of slices费纽伦斯条分法5.Swedish circle method瑞典圆弧滑动法6.slices method条分法十五. 挡土墙--retaining wall1.stability of retaining wall挡土墙稳定性2.foundation wall基础墙3.counter retaining wall扶壁式挡土墙4.cantilever retaining wall悬臂式挡土墙5.cantilever sheet pile wall悬臂式板桩墙6.gravity retaining wall重力式挡土墙7.anchored plate retaining wall锚定板挡土墙8.anchored sheet pile wall锚定板板桩墙十六. 板桩结构物--sheet pile structure 1.steel sheet pile钢板桩 2.reinforced concrete sheet pile钢筋混凝土板桩 3.steel piles 钢桩 4.wooden sheet pile木板桩 5.timber piles木桩十七. 浅基础--shallow foundation 1.box foundation箱型基础 2.mat(raft) foundation片筏基础 3.strip foundation条形基础 4.spread footing扩展基础 pensated foundation补偿性基础 6.bearing stratum持力层 7.rigid foundation刚性基础 8.flexible foundation柔性基础9.embedded depth of foundation基础埋置深度 foundation pressure基底附加应力11.structure-foundation-soil interaction analysis上部结构－基础－地基共同作用分析十八. 土的动力性质--dynamic properties of soils1.dynamic strength of soils动强度2.wave velocity method波速法3.material damping材料阻尼4.geometric damping几何阻尼5.damping ratio阻尼比6.initial liquefaction初始液化7.natural period of soil site地基固有周期8.dynamic shear modulus of soils动剪切模量 9.dynamic ma二十. 地基基础抗震 1.earthquake engineering地震工程 2.soil dynamics土动力学 3.duration of earthquake地震持续时间 4.earthquake response spectrum地震反应谱 5.earthquake intensity地震烈度 6.earthquake magnitude震级 7.seismic predominant period地震卓越周期 8.maximum acceleration of earthquake地震最大加速度二十一. 室内土工实验 1.high pressure consolidation test高压固结试验 2.consolidation under K0 condition K0固结试验 3.falling head permeability变水头试验4.constant head permeability常水头渗透试验5.unconsolidated-undrained triaxial test不固结不排水试验(UU)6.consolidated undrained triaxial test固结不排水试验(CU)7.consolidated drained triaxial test固结排水试验(CD)paction test击实试验9.consolidated quick direct shear test固结快剪试验10.quick direct shear test快剪试验11.consolidated drained direct shear test慢剪试验12.sieve analysis筛分析 13.geotechnical model test土工模型试验 14.centrifugalmodel test离心模型试验15.direct shear apparatus直剪仪 16.direct shear test直剪试验 17.direct simple shear test直接单剪试验18.dynamic triaxial test三轴试验 19.dynamic simple shear动单剪 20.free（resonance）vibration column test自(共)振柱试验二十二. 原位测试1.standard penetration test (SPT)标准贯入试验 2.surface wave test (SWT)表面波试验 3.dynamic penetration test(DPT)动力触探试验 4.static cone penetration (SPT) 静力触探试验 5.plate loading test静力荷载试验 teral load test of pile 单桩横向载荷试验 7.static load test of pile 单桩竖向荷载试验 8.cross-hole test 跨孔试验 9.screw plate test螺旋板载荷试验 10.pressuremeter test旁压试验 11.light sounding轻便触探试验 12.deep settlement measurement深层沉降观测 13.vane shear test十字板剪切试验 14.field permeability test 现场渗透试验 15.in-situ pore water pressure measurement 原位孔隙水压量测 16.in-situ soil test原位试验。

1 Civil engineering 土木工程。

2 Slopes and fills 边坡和路堤3 waterfront 河流湖泊4 settlement 沉降5 stability 稳定性坚固，耐久性 5 hydraulic 水利的，液压的7 runoff 流量，流放8 behavior 性能性质9sanitize 使清洁，除掉有害物10 dump 垃圾堆11 waste 废弃物12 hazardous 危险的14 major 专业科目15 cultivable 可耕的，可培养的16 remedy 补救，修理17 roadway 路面道路18 hurricane 飓风19asphalt 沥青20 concrete 混凝土21 combustible 易燃的22 slurry 泥浆1 execution 施工，实施，执行2 specific 特殊的，专门的具体的3 dynamic 动力的，冲击的4characteristic 特有的，特性性能5 intensity 强度，密度6 sump 排水坑7 carbon 碳纤维8 novel 新的，异常的9 excavation 挖掘，开挖10landscape 风景，美化11 fill 填土12 ancillary 辅助的，附属的13 foundation 基础14 excavator 挖掘机15 proceed 继续进行，开始16 interlock 使连接，使结合17 construction 建造，施工18 Surveyor 测量员19 dewater 排水20 placement and curing 浇筑与养护21superstructure 上部结构22duration 持续时间23 destroy 破坏，毁坏24 initially 最初，开始1 jurisdiction 权限，管辖权2 bar 法庭律师的职业3 curriculum 课程学习计划4 statistic 统计学5 persuasive 有说服力的6 recruit 补充，招收7 science Orient 注重科学的8 specialize 专门研究。

Lesson 26PavementNew words1. pavement [ ☐♏♓❍☜⏹♦] n. 路面2. apron [ ♏♓☐❒☜⏹] n.围裙, 停机坪It is usually the area where aircraft are parked, unloaded or loaded, refueled or boarded.3. subgrade [ ♦✈♌♈❒♏♓♎] n. 路基4. profile [ ☐❒☜◆♐♋♓●] n.剖面, 侧面, 外形, 轮廓5. rehabilitation [ ❒♓☎♒✆☜♌♓●♓♦♏♓☞☜⏹] n.复原，维修6. swelling [ ♦♦♏●♓☠] n. 膨胀，河水猛涨,涨水7. heaving [ ♒♓♓☠] n. 鼓起，隆起8. extant [♏♦♦✌⏹♦] adj.现存的, 未毁的9. overlay [ ☜◆☜●♏♓] n. 覆盖,10. unpaved ☯✈⏹☐♏♓♎] adj.没有铺石砖的, 没有铺柏油的11. liquefy [ ●♓♦♓♐♋♓] v.(使)溶解, (使)液化12. bituminous [♌♓♦◆❍♓⏹☜♦] adj.含沥青的13. hydrocarbon [ ♒♋♓♎❒☜◆♌☜⏹] n.烃, 碳氢化合物14. macadam [❍☜✌♎☜❍] n.碎石, 碎石路15. silicate [ ♦♓●♓♓♦] n. [化]硅酸盐16. kiln [ ♓●⏹ ♓●] n. (砖, 石灰等的)窑, 炉, 干燥炉vt.烧窑, 在干燥炉干燥17. clinker [ ●♓☠☜] n. (一种表面光洁如玻璃的)炼砖, 渣块18. nonbituminous [ ⏹⏹♌♓♦◆❍♓⏹☜♦]19. solidify [♦☜●♓♎♓♐♋♓] v.(使)凝固, (使)团结20. dowel [ ♎♋◆☜●] n. 木钉, 销子vt.用暗销接合Phrases and Expressions1. traveled way 车行道2. composite pavement 复合路面3. flexible pavement 柔性路面4. rigid pavement 刚性路面5. open-graded 开级配6. coarse-graded 粗级配7. fine-graded 细级配8. Asphalt Institute (A.I.) 沥青协会9. Present Serviceability Index (PSI) 现有性能指标10. macadam aggregate 碎石骨料11. cold-laid mixture 冷铺12. hot-laid mixture 热铺13. rock asphalt 岩沥青14. Appian Way 亚壁古道Text PavementBackgroundPavements serve structural, functional and safety purposes. 路面具有结构、功能和安全的目的。

Lesson 1Compression MembersNew Words1. achieve achievement2. eccentricity center, 中心; ec centric 偏心的；ec centricity 偏心，偏心距3. inevitable evitable 可避免的avoidable; in evitable 不可避免的unavoidable4. truss 桁架triangular truss, roof truss, truss bridge5. bracing brace 支柱，支撑；bracing, 支撑，撑杆6. slender 细长，苗条；stout; slenderness7. buckle 压曲，屈曲；buckling load8. stocky stout9. convincingly convince, convincing, convincingly10. stub 树桩，短而粗的东西；stub column 短柱11. curvature 曲率；curve, curvature12. detractor detract draw or take away; divert; belittle，贬低，诽谤；13. convince14. argument dispute, debate, quarrel, reason, 论据（理由）15. crookedness crook 钩状物，v弯曲，crooked 弯曲的16. provision 规定，条款Phrases and Expressions1. compression member2. bending moment shear force, axial force3. call upon (on) 要求，请求，需要4. critical buckling load 临界屈曲荷载critical 关键的，临界的5. cross-sectional area6. radius of gyration 回转半径gyration7. slenderness ratio 长细比8. tangent modulus 切线模量9. stub column 短柱10. trial-and-error approach 试算法11. empirical formula 经验公式empirical 经验的12. residual stress 残余应力residual13. hot-rolled shape 热轧型钢hot-rolled bar14. lower bound 下限upper bound 上限16. effective length 计算长度Definition （定义）Compression members are those structural elements that are subjected only to axial compressive forces: that is, the loads are applied along a longitudinal axis through the centroid of the member cross section, and the stress can be taken as f a=P/A, where f a is considered to be uniform over the entire cross section. 受压构件是仅受轴向压力作用的构件，即：荷载是沿纵轴加在其截面形心上的，其应力可表示为…，式中，假定f a在整个截面上均匀分布。

第一部分必须掌握，第二部分尽量掌握第一部分：1 Finite Element Method 有限单元法2 专业英语Specialty English3 水利工程Hydraulic Engineering4 土木工程Civil Engineering5 地下工程Underground Engineering6 岩土工程Geotechnical Engineering7 道路工程Road (Highway) Engineering8 桥梁工程Bridge Engineering9 隧道工程Tunnel Engineering10 工程力学Engineering Mechanics11 交通工程Traffic Engineering12 港口工程Port Engineering13 安全性safety17木结构timber structure18 砌体结构masonry structure19 混凝土结构concrete structure20 钢结构steelstructure21 钢-混凝土复合结构steel and concrete composite structure22 素混凝土plain concrete23 钢筋混凝土reinforced concrete24 钢筋rebar25 预应力混凝土pre-stressed concrete26 静定结构statically determinate structure27 超静定结构statically indeterminate structure28 桁架结构truss structure29 空间网架结构spatial grid structure30 近海工程offshore engineering31 静力学statics32运动学kinematics33 动力学dynamics34 简支梁simply supported beam35 固定支座fixed bearing36弹性力学elasticity37 塑性力学plasticity38 弹塑性力学elaso-plasticity39 断裂力学fracture Mechanics40 土力学soil mechanics41 水力学hydraulics42 流体力学fluid mechanics43 固体力学solid mechanics44 集中力concentrated force45 压力pressure46 静水压力hydrostatic pressure47 均布压力uniform pressure48 体力body force49 重力gravity 50 线荷载line load51 弯矩bending moment52 torque 扭矩53 应力stress54 应变stain55 正应力normal stress56 剪应力shearing stress57 主应力principal stress58 变形deformation59 内力internal force60 偏移量挠度deflection61 settlement 沉降62 屈曲失稳buckle63 轴力axial force64 允许应力allowable stress65 疲劳分析fatigue analysis66 梁beam67 壳shell68 板plate69 桥bridge70 桩pile71 主动土压力active earth pressure72 被动土压力passive earth pressure73 承载力load-bearing capacity74 水位water Height75 位移displacement76 结构力学structural mechanics77 材料力学material mechanics78 经纬仪altometer79 水准仪level80 学科discipline81 子学科sub-discipline82 期刊journal ,periodical83文献literature84 ISSN International Standard Serial Number 国际标准刊号85 ISBN International Standard Book Number 国际标准书号86 卷volume87 期number 88 专著monograph89 会议论文集Proceeding90 学位论文thesis, dissertation91 专利patent92 档案档案室archive93 国际学术会议conference94 导师advisor95 学位论文答辩defense of thesis96 博士研究生doctorate student97 研究生postgraduate98 EI Engineering Index 工程索引99 SCI Science Citation Index 科学引文索引100ISTP Index to Science and Technology Proceedings 科学技术会议论文集索引101 题目title102 摘要abstract103 全文full-text104 参考文献reference105 联络单位、所属单位affiliation106 主题词Subject107 关键字keyword108 ASCE American Society of Civil Engineers 美国土木工程师协会109 FHWA Federal Highway Administration 联邦公路总署110 ISO International Standard Organization111 解析方法analytical method112 数值方法numerical method113 计算computation114 说明书instruction第二部分：岩土工程专业词汇1.geotechnical engineering岩土工程2.foundation engineering基础工程3.soil, earth土4.soil mechanics土力学cyclic loading周期荷载unloading卸载reloading再加载viscoelastic foundation粘弹性地基viscous damping粘滞阻尼shear modulus剪切模量5.soil dynamics土动力学6.stress path应力路径7.numerical geotechanics 数值岩土力学二. 土的分类 1.residual soil残积土groundwater level地下水位 2.groundwater 地下水groundwater table地下水位3.clay minerals粘土矿物 4.secondary minerals次生矿物ndslides滑坡6.bore hole columnar section钻孔柱状图7.engineering geologic investigation工程地质勘察8.boulder漂石9.cobble卵石10.gravel砂石11.gravelly sand砾砂12.coarse sand粗砂13.medium sand中砂14.fine sand细砂15.silty sand粉土16.clayey soil粘性土17.clay粘土18.silty clay粉质粘土19.silt粉土20.sandy silt砂质粉土21.clayey silt粘质粉土22.saturated soil饱和土23.unsaturated soil非饱和土24.fill (soil)填土25.overconsolidated soil超固结土26.normally consolidated soil正常固结土27.underconsolidated soil欠固结土28.zonal soil区域性土29.soft clay软粘土30.expansive (swelling) soil膨胀土31.peat泥炭32.loess黄土33.frozen soil冻土24.degree of saturation饱和度25.dry unit weight 干重度26.moist unit weight湿重度45.ISSMGE=International Society for Soil Mechanics and Geotechnical Engineering 国际土力学与岩土工程学会四. 渗透性和渗流1.Darcy’s law 达西定律2.piping管涌3.flowing soil流土4.sand boiling砂沸5.flow net流网6.seepage渗透（流）7.leakage渗流8.seepage pressure渗透压力9.permeability 渗透性10.seepage force渗透力11.hydraulic gradient水力梯度12.coefficient of permeability渗透系数五. 地基应力和变形1.soft soil软土2.(negative) skin friction of driven pile打入桩（负）摩阻力3.effective stress有效应力4.total stress总应力5.field vane shear strength十字板抗剪强度6.low activity低活性7.sensitivity灵敏度8.triaxial test三轴试验9.foundation design基础设计10.recompaction再压缩11.bearing capacity承载力12.soil mass土体13.contact stress (pressure)接触应力（压力）14.concentrated load集中荷载15.a semi-infinite elastic solid半无限弹性体16.homogeneous均质17.isotropic各向同性18.strip footing条基19.square spread footing方形独立基础20.underlying soil (stratum ,strata)下卧层（土）21.dead load =sustained load恒载持续荷载22.live load活载23.short –term transient load短期瞬时荷载24.long-term transient load长期荷载25.reduced load折算荷载26.settlement沉降27.deformation变形28.casing套管29.dike=dyke堤（防）30.clay fraction粘粒粒组31.physical properties物理性质32.subgrade路基33.well-graded soil级配良好土34.poorly-graded soil级配不良土35.normal stresses正应力36.shear stresses剪应力37.principal plane主平面38.major (intermediate, minor) principal stress最大（中、最小）主应力39.Mohr-Coulomb failure condition摩尔-库仑破坏条件40.FEM=finite element method有限元法41.limit equilibrium method极限平衡法42.pore water pressure孔隙水压力43.preconsolidation pressure先期固结压力44.modulus of compressibility压缩模量45.coefficent of compressibility压缩系数pression index压缩指数47.swelling index回弹指数48.geostatic stress自重应力49.additional stress附加应力50.total stress总应力51.final settlement最终沉降52.slip line滑动线六. 基坑开挖与降水 1 excavation开挖（挖方） 2 dewatering（基坑）降水3 failure of foundation基坑失稳4 bracing of foundation pit基坑围护5 bottom heave=basal heave （基坑）底隆起6 retaining wall挡土墙7 pore-pressure distribution孔压分布8 dewatering method降低地下水位法9 well point system井点系统（轻型）10 deep well point深井点11 vacuum well point真空井点12 braced cuts支撑围护13 braced excavation支撑开挖14 braced sheeting支撑挡板七. 深基础--deep foundation 1.pile foundation桩基础1)cast –in-place灌注桩diving casting cast-in-place pile沉管灌注桩bored pile钻孔桩special-shaped cast-in-place pile 机控异型灌注桩piles set into rock嵌岩灌注桩rammed bulb pile夯扩桩2)belled pier foundation钻孔墩基础drilled-pier foundation 钻孔扩底墩under-reamed bored pier3)precast concrete pile预制混凝土桩4)steel pile钢桩steel pipe pile钢管桩steel sheet pile钢板桩5)prestressed concrete pile预应力混凝土桩prestressed concrete pipe pile预应力混凝土管桩2.caisson foundation 沉井（箱）3.diaphragm wall地下连续墙截水墙4.friction pile摩擦桩5.end-bearing pile端承桩6.shaft竖井；桩身7.wave equation analysis波动方程分析8.pile caps承台（桩帽）9.bearing capacity of single pile单桩承载力teral pile load test单桩横向载荷试验11.ultimate lateral resistance of single pile单桩横向极限承载力12.static load test of pile单桩竖向静荷载试验13.vertical allowable load capacity单桩竖向容许承载力14.low pile cap低桩承台15.high-rise pile cap高桩承台16.vertical ultimate uplift resistance of single pile单桩抗拔极限承载力17.silent piling静力压桩18.uplift pile抗拔桩19.anti-slide pile抗滑桩20.pile groups群桩21.efficiency factor of pile groups群桩效率系数（η）22.efficiency of pile groups群桩效应23.dynamic pile testing桩基动测技术24.final set最后贯入度25.dynamic load test of pile桩动荷载试验26.pile integrity test桩的完整性试验27.pile head=butt桩头28.pile tip=pile point=pile toe桩端（头）29.pile spacing桩距30.pile plan桩位布置图31.arrangement of piles =pile layout 桩的布置32.group action群桩作用33.end bearing=tip resistance桩端阻34.skin(side) friction=shaft resistance桩侧阻35.pile cushion桩垫36.pile driving(by vibration) （振动）打桩37.pile pulling test拔桩试验38.pile shoe桩靴39.pile noise打桩噪音40.pile rig打桩机九. 固结consolidation1.Terzzaghi’s consolidation theory太沙基固结理论2.Barraon’s consolidation theory巴隆固结理论3.Biot’s consolidation theory比奥固结理论4.over consolidation ration (OCR)超固结比5.overconsolidation soil超固结土6.excess pore water pressure超孔压力7.multi-dimensional consolidation多维固结8.one-dimensional consolidation一维固结9.primary consolidation主固结10.secondary consolidation次固结11.degree of consolidation固结度12.consolidation test固结试验13.consolidation curve固结曲线14.time factor Tv时间因子15.coefficient of consolidation固结系数16.preconsolidation pressure前期固结压力17.principle of effective stress有效应力原理18.consolidation under K0 condition K0固结十. 抗剪强度shear strength 1.undrained shear strength不排水抗剪强度2.residual strength残余强度3.long-term strength长期强度4.peak strength峰值强度5.shear strain rate剪切应变速率6.dilatation剪胀7.effective stress approach of shear strength 剪胀抗剪强度有效应力法8.total stress approach of shear strength抗剪强度总应力法9.Mohr-Coulomb theory莫尔－库仑理论10.angle of internal friction内摩擦角11.cohesion粘聚力12.failure criterion破坏准则13.vane strength十字板抗剪强度14.unconfined compression无侧限抗压强度15.effective stress failure envelop有效应力破坏包线16.effective stress strength parameter有效应力强度参数十一. 本构模型--constitutive model1.elastic model弹性模型2.nonlinear elastic model非线性弹性模型3.elastoplastic model弹塑性模型4.viscoelastic model粘弹性模型5.boundary surface model边界面模型6.Duncan-Chang model邓肯－张模型7.rigid plastic model 刚塑性模型8.cap model盖帽模型9.work softening加工软化10.work hardening加工硬化11.Cambridge model剑桥模型12.ideal elastoplastic model理想弹塑性模型13.Mohr-Coulomb yield criterion莫尔－库仑屈服准则14.yield surface屈服面15.elastic half-space foundation model弹性半空间地基模型16.elastic modulus弹性模量17.Winkler foundation model 文克尔地基模型十二. 地基承载力--bearing capacity of foundation soil 1.punching shear failure冲剪破坏2.general shear failure整体剪切破化 3.local shear failure局部剪切破坏 4.state of limit equilibrium极限平衡状态5.critical edge pressure临塑荷载6.stability of foundation soil地基稳定性7.ultimate bearing capacity of foundation soil地基极限承载力8.allowable bearing capacity of foundation soil地基容许承载力十三. 土压力--earth pressure1.active earth pressure主动土压力2.passive earth pressure 被动土压力3.earth pressure at rest静止土压力4.Coulomb’s earth pressure theory库仑土压力理论5.Rankine’s earth pressure theory朗金土压力理论十四. 土坡稳定分析--slope stability analysis1.angle of repose休止角2.Bishop method毕肖普法3.safety factor of slope边坡稳定安全系数4.Fellenius method of slices费纽伦斯条分法5.Swedish circle method 瑞典圆弧滑动法6.slices method条分法十五. 挡土墙--retaining wall1.stability of retaining wall挡土墙稳定性2.foundation wall基础墙3.counter retaining wall扶壁式挡土墙4.cantilever retaining wall悬臂式挡土墙5.cantilever sheet pile wall悬臂式板桩墙6.gravity retaining wall重力式挡土墙7.anchored plate retaining wall锚定板挡土墙8.anchored sheet pile wall锚定板板桩墙十六. 板桩结构物--sheet pile structure 1.steel sheet pile钢板桩 2.reinforced concrete sheet pile钢筋混凝土板桩3.steel piles钢桩4.wooden sheet pile木板桩5.timber piles 木桩十七. 浅基础--shallow foundation 1.box foundation箱型基础 2.mat(raft) foundation片筏基础 3.strip foundation条形基础 4.spread footing扩展基础pensated foundation 补偿性基础6.bearing stratum持力层7.rigid foundation刚性基础8.flexible foundation柔性基础9.embedded depth of foundation基础埋置深度 foundation pressure基底附加应力11.structure-foundation-soil interaction analysis上部结构－基础－地基共同作用分析十八. 土的动力性质--dynamic properties of soils1.dynamic strength of soils动强度2.wave velocity method 波速法3.material damping材料阻尼4.geometric damping 几何阻尼5.damping ratio阻尼比6.initial liquefaction初始液化7.natural period of soil site地基固有周期8.dynamic shear modulus of soils动剪切模量9.dynamic ma 二十. 地基基础抗震 1.earthquake engineering地震工程2.soil dynamics土动力学3.duration of earthquake地震持续时间 4.earthquake response spectrum地震反应谱5.earthquake intensity地震烈度6.earthquake magnitude震级7.seismic predominant period地震卓越周期8.maximum acceleration of earthquake地震最大加速度二十一. 室内土工实验1.high pressure consolidation test高压固结试验2.consolidation under K0 condition K0固结试验 3.falling head permeability变水头试验4.constant head permeability常水头渗透试验5.unconsolidated-undrained triaxial test不固结不排水试验(UU)6.consolidated undrained triaxial test固结不排水试验(CU)7.consolidated drained triaxial test固结排水试验(CD)paction test击实试验9.consolidated quick direct shear test固结快剪试验10.quick direct shear test快剪试验11.consolidated drained direct shear test慢剪试验12.sieve analysis筛分析13.geotechnical model test土工模型试验14.centrifugalmodel test离心模型试验15.direct shear apparatus直剪仪16.direct shear test直剪试验17.direct simple shear test直接单剪试验18.dynamic triaxial test三轴试验19.dynamic simple shear 动单剪20.free（resonance）vibration column test自(共)振柱试验二十二. 原位测试1.standard penetration test (SPT)标准贯入试验 2.surface wave test (SWT)表面波试验 3.dynamic penetration test(DPT)动力触探试验4.static cone penetration (SPT) 静力触探试验 5.plate loading test静力荷载试验teral load test of pile 单桩横向载荷试验7.static load test of pile 单桩竖向荷载试验8.cross-hole test 跨孔试验9.screw plate test螺旋板载荷试验10.pressuremeter test旁压试验11.light sounding轻便触探试验12.deep settlement measurement深层沉降观测13.vane shear test十字板剪切试验14.field permeability test现场渗透试验15.in-situ pore water pressure measurement 原位孔隙水压量测16.in-situ soil test原位试验。

土木工程专业常用英语词汇第一节普通术语3. 房屋建造工程building engineering4. 土木工程civil engineering除房屋建造外，为新建、改建或扩建各类工程的建造物、构筑物和相关配套设施等所举行的勘察、计划、设计、施工、安装和维护等各项技术工作和完成的工程实体。

5. 马路工程highway engineering10. 建造物（构筑物）construction works房屋建造或土木工程中的单项工程实体。

11. 结构structure12. 基础foundation13. 地基foundation soil; subgrade; subbase; ground14. 木结构timber structure16. 钢结构steel structure17. 混凝土（砼）结构concrete structure18. 特种工程结构special engineering structure22. 马路highway24. 高速马路freeway27. 铁路（铁道）railway; railroad28. 标准轨距铁路standard gauge railway29. 宽轨距铁路broad gauge railway第四节桥、涵洞和隧道术语1. 桥bridge2. 简支梁桥simple supported girder bridge3. 延续梁桥continuous girder bridge5. 斜拉（斜张）桥cable stayed bridge6. 悬索（吊）桥suspension bridge7. 桁架桥trussed bridge9．刚构（刚架）桥rigid frame bridge10．拱桥arch bridge13．正交桥right bridge14．斜交桥skew bridge16．高架桥viaduct17．正（主）桥main span18．引桥approach span19．弯桥curved bridge21．马路铁路两用桥combined bridge; highway and railway transit bridge 25．桥跨结构（上部结构）bridge superstructure26．桥面系bridge floor system27．桥支座bridge bearing; bridge support28．桥下部结构bridge substructure29．索塔（桥塔）bridge tower30．桥台abutment31．桥墩pier32．涵洞culvert第六节结构构件和部件术语1．构件member2．部件component; assembly parts3．截面section4．梁beam; girder5．拱arch6．板slab; plate8．柱column10．桁架truss11．框架frame12．排架bent frame13．刚架（刚构）rigid frame14．简支梁simply supported beam15．悬臂梁cantilever beam16．两端固定梁beam fixed at both ends17．延续梁continuous beam19．桩pile20．板桩sheet pile34. 钢轨rail第七节地基和基础术语1. 扩展(扩大)基础spread foundation2. 刚性基础rigid foundation3. 自立基础single footing4. 联合基础combined footing5. 条形基础strip foundation6. 壳体基础shell foundation7. 箱形基础box foundation8. 筏形基础raft foundation9. 桩基础pile foundation10. 沉井基础open caisson foundation11. 管柱基础cylinder pile foundation ; cylinder caisson foundation12. 沉箱基础caisson foundation1. 可靠性reliability2. 安全性safety3. 适用性serviceability4. 耐久性durability5. 基本变量basic variable6. 设计基准期design reference period7. 可靠概率probability of survival8. 失效概率probability of failure9. 可靠指标reliability index12. 概率设计法probabilistic method13. 容许应力设计法permissible (allowable) stresses method14. 破坏强度设计法ultimate strength method15. 极限状态设计法limit states method16. 极限状态limit states17. 极限状态方程limit state equation18. 承载能力极限状态ultimate limit states19. 正常使用极限状态serviceability limit states20. 分项系数partial safety factor21. 设计情况design situation22. 持久情况persistent situation23. 短暂情况transient situation24. 偶尔情况accidental situation1. 作用action2. 荷载load3. 线分布力force per unit length4. 面分布力force per unit area5. 体分布力force per unit volume6. 力矩moment of force7. 永远作用permanent action8. 可变作用variable action9. 偶尔作用accidental action10．固定作用fixed adtion11．自由(可动)作用. Free action12. 静态作用static action13. 动态作用dynamic action14. 多次重复作用repeated action; cyclic action16. 自重self weight17. 施工荷载site load18. 土压力earth pressure19. 温度作用temperature action20. 地震作用earthquake action22．风荷载wind load23．风振wind vibration24. 雪荷载snow load27．桥（桥梁）荷载load on bridge28．桥（桥梁）恒荷载dead load on bridge29．桥（桥梁）活荷载live load on bridge30．马路车辆荷载标准Standard highway vehicle load31．中国铁路标准活载Standard Railway Live Load Specified by the People’sRepublic of China44．作用代表值representative value of an action45．作用标准值characteristic value of an action46．作用准永远值quasi-permanent value of an action47．作用组合值combination value of actions48．作用分项系数partial safety factor for action49．作用设计值design value of an action50．作用组合值系数coeffcient for combination value of actions 51．作用效应effects of actions52．作用效应系数coefficient of effects of actions53．轴向力normal force\axial force54．剪力shear force55．弯矩bending moment57．扭矩torque58．应力stress59．正应力normal stress60．剪应力shear stress; tangential stress61．主应力principal stress62．预应力prestress63．位移displacement64．挠度deflection65．变形deformation66．弹性变形elastic deformation67．塑性变形plastic deformation70．应变strain71．线应变linear strain72．剪应变shear strain; tangential strain73．主应变principal strain74．作用效应组合combination for action effects75．作用效应基本组合fundamental combination for action effects 77．短期效应组合combination for short-term action effects 78．持久效应组合combination for long-term action effects 79．设计限值limiting design value1．抗力resistance2．强度strength3．抗压强度compressive strength4．抗拉强度tensile strength5．抗剪强度shear strength6．抗弯强度flexural strength7．屈服强度yield strength8．疲劳强度fatigue strength9．极限应变ultimate strain10．弹性模量modulus of elasticity11.剪变模量shear modulus12．变形模量modulus of deformation13．泊松比Poisson ratio14．承载能力bearing capacity15．受压承载能力compressive capacity16．受拉承载能力tensile capacity17．受剪承载能力shear capacity18．受弯承载能力flexural capacity19．受扭承载能力torsional capacity20．疲劳承载能力fatigue capacity21．刚度stiffness; rigidity22．抗裂度crack resistance23．极限变形ultimate deformation24．稳定性stability26．脆性破坏brittle failure27．延性破坏ductile failure30．材料性能分项系数partial safety factor for property of material。

英文土木工程专业词汇1. 工程结构building and civil engineering structures房屋建筑和土木工程的建筑物、构筑物及其相关组成部分的总称。

2. 工程结构设计design of building and civil engineering structures在工程结构的可靠与经济、适用与美观之间，选择一种最佳的合理的平衡，使所建造的结构能满足各种预定功能要求。

3. 房屋建筑工程building engineering一般称建筑工程，为新建、改建或扩建房屋建筑物和附属构筑物所进行的勘察、规划、设计、施工、安装和维护等各项技术工作和完成的工程实体。

4. 土木工程civil engineering除房屋建筑外，为新建、改建或扩建各类工程的建筑物、构筑物和相关配套设施等所进行的勘察、规划、设计、施工、安装和维护等各项技术工作和完成的工程实体。

5. 公路工程highway engineering为新建或改建各级公路和相关配套设施等而进行的勘察、规划、设计、施工、安装和维护等各项技术工作和完成的工程实体。

6. 铁路工程railway engineering为新建或改建铁路和相关配套设施等所进行的勘察、规划、设计、施工、安装和维护等各项技术工作和完成的工程实体。

7. 港口与航道工程port ( harbour ) and waterway engineering为新建或改建港口与航道和相关配套设施等所进行的勘察、规划、设计、施工、安装和维护等各项技术工作和完成的工程实体。

8. 水利工程hydraulic [hai'drɔ:lik] engineering为修建治理水患、开发利用水资源的各项建筑物、构筑物和相关配设施等所进行的勘察、规划、设计、施工、安装和维护等各项技术工作和完成的工程实体。

9. 水利发电工程（水电工程）hydraulic and hydroelectric ['haidrəi'lektrik] engineering以利用水能发电为主要任务的水利工程。

土木工程：Civil Engineering （30%）选择20%，阅读10%建筑工程：Construction engineering建造商：master builder抗压强度：compressive strength连续梁：continuous beam弹性模量：elastic modulus抗剪强度：shearing strength钢筋混凝土：reinforced concrete极限抗拉强度：ultimate tensile strength铰接点：pin-joint:数量明细表，工程量清单：bill of quantities预算控制：budget control：现金流转：cash flow抗弯强度bending strength建筑师：Architect抗拉强度:tensile strength连梁柱、过梁柱:post and lintel抗张强度:tensile strength耐压强度compressive strength简支梁simply supported beam黄金分割；golden section构件framing member悬索桥suspension bridge密度unit weight原材料Raw material三维的three-dimensional:填充墙filler-wall：预算价值（费用）estimated costConsidering only the engineering essentials,the structure of a building can be defined as the assemblage of those parts which exist for the purpose of maintaining shape and stability （30%）就工程实质而言，建筑结构可定义为：以保持形状和稳定为目的的各个基本构件的组合体。

⼟⽊⼯程专业英语1Civil engineering(⼟⽊⼯程)Civil Engineering. Civil engineering,the oldest of the engineering specialties,is referring to the planning, design, construction, and management of the built environment. This environment includes all structures built according to scientific principles,from irrigation and drainage systems to rocket-Jaunching facilities.Civil engineers build roads, bridges, tunnels, dams, harbors, power plants, water and sewage systems, hospitals, schools , mass transit, and other public facilities essential to modern society and large population concentrations..They also build privately owned facilities such as airports, rail-roads , pipelines, skyscrapers , and other large structures designed for industrial, commercial, or residential use. In addition, civil engineers plan, design, and build complete cities and towns, and more recently have been planning and designing space platforms to house self-contained communities.The word "civil" derives from the Latin for citizen. In 1782, an Englishman named John Smeaton used the term to differentiate his nonmilitary engineering work from that of the military engineers who predominated at the time. Since then, the term "civil engineering" has often been used to refer to engineers who build public facilities, although the field is much broader. Scope.It is so broad, that civil engineering is subdivided into a number of technical specialties.Depending on the type of project, civil engineer specialists with many kinds of skills may be needed. When a project begins, the site is surveyed and mapped by civil engineers who locate utility placement-water, sewer, and power lines. Geotechnical specialists perform soil experiments to determine if the earth can bear the weight of the project. Environmental specialists study the project's impact on the local area: the potential for air and groundwater pollution,the project's impact on local animals and plant life,and how the project can be designed to meet government requirements aimed at protecting the environment. Transportation specialists determine what kinds of facilities are needed to ease the burden on local roads and other transportation networks that will result from the completed proj ect. Meanwhile, structural specialists use preliminary data to make detailed designs, plans, and specifications for the project. Supervising and coordinating the work of these civil engineering specialists , from the beginning to the end of the project, are the tasks of the construction management specialists. Based on the information supplied by other specialists, construction management civil engineers estimate quantities and costs of materials and labor, schedule all work, order materials and equipments for the job, hire con.tractors and subcontractors, and perform other supervisory work to ensure the project is completed on time as specified.Throughout any given project, civil engineers make extensive use of computers. Computers are used to design projects' various elements (computer-aided design,or CAD) and manage/doc/1d8a7d266137ee06eef91860.html puters are a necessity for modern civil engineers because they permit engineers to efficiently handle large quantities of data needed in determining the best way to construct a project. NEW WORDS AND PHRASES1.predominate居⽀配地位，统治，（数量上）占优势2.geotechnical岩⼟⼯程的3.specification载明，详述，技术要求，说明书，清单4.supervise监督，管理，控制5．subcontractors转包合同，转包⼯作(6. hurricane飓风，（感情等的）爆发7．asphalt沥青，铺沥青于8．aluminum【化】铝9．runoff⾬量，流量，决赛，决定性竞选10. lock⽔闸，闸门11. fill充⾜，饱满，装填物，（⼀）袋，填⼟，填⽅12. scrubber洗涤器，涤⽓器，滤清器，板刷，擦布，擦洗者13. incineration 烧尽，焚化，⽕葬14. toxic有毒（性）的，中毒的15. combustible男燃的，可燃的，易激动的16. ramp斜坡，斜⾯，滑⾏台17. excavate挖掘，发掘，在…上挖掘，挖出，变成空洞18. precisely精确的，刻板的，正好，恰恰，确实如此19. aerial空⽓的，⼤⽓的，航空的，架空的，⽣存在空中的20. sonic能发出声⾳的，声⾳的，⾳速的，利⽤⾳波的21. plotting测绘，标图，标航路22. municipal市政的，市⽴的，地⽅⾃治的，地⽅（性）23. commission委任，委托（事项），委员会24. drainage system 排⽔系统Reading Material (1) Careers in Civil EngineeringEngineering is a profession,which means that an engineer must have a specialized university education.many government jurisdictions also have licensing procedures which require engineer graduates to pass an examination,similar to the examination for a lawyer,before they can actively start their careers.In the university,mathematics,physics,and chemistry are heavily emphasized throughout the engineering curricula,but particularly in the first two or three years. Mathematics is very important in all branches of engineering, so it is greatly stressed. Today,mathematics includes courses in statistics, which deals with gathering, classifying, and using numerical data, or pieces of information. An important aspect of statistical mathematics is probability, which deals with what may happen when there are different factors, or variables, that can change the result of a problem. Before the construction of a bridge is undertaken,for example,a statistical study is made of the amount of traffic the bridge will be expected to handle. In the design of the bridge, variable such as water resource on the foundation, impact, the effects of different wind forces and many other factors must be considered.Because a great deal of calculation is involved in solving these problems, computer programming is now included in almost all engineering curricula. Computers, of course, can solve many problems involving calculations with greater speed and accuracy than a human being can do.But computers are useless unless they are given clear and accurate instructions and information,in other words,a good program.In spite of the heavy emphasis on technical subjects in the engineering curricula, a current trend is to require students to take courses in the social science and the language arts. The relationship between engineering and society is getting closer; it is sufficient,therefore,to say again hat the work performed by an engineer affects society in many different and important ways that he or she should be aware of. An engineer also needs a sufficient command of language to be able to prepare reports that are clear and,in many cases,persuasive. An engineer engaged in research will need to be able to write up his or her findings for scientific publications.An engineering program in the last two years includes subjects within the students' field of specialization. For the student who is preparing to become a civil engineer, these specialized courses may concern such subjects as geodetic surveying,soil mechanics,or hydraulics.Active recruiting for engineers often begins before the students?last year in the university.Many different corporation and government agencies have competed for the services of engineers in recent years.In the science-oriented society of today,people who have technical training are ,of course,in demand.Young engineers many choose to go into environmental or sanitary engineering,for example,where environmental concerns have created many openings;or they may choose construction firms that specialized in highway work;or they may prefer to work with one of the government agencies that deal with water resource.In deed,the choice is large and Varied.When a young engineer has finally started actual practice,the theoretical knowledge acquired in the university must be applied.He or she will probably be assigned at the beginning to work with a team of engineers.Thus ,on-the-job training can be acquired that demonstrate his or her ability to translate theory into practice to the supervisors.Civil engineers may work in research, design, construction supervision, maintenance, or even in sales or management. Each of these areas involves different duties, emphases and uses of engineers and also the development and test of newstructural materials.Civil engineering projects are almost always unique; each has its own problems and design features. Therefore, careful study is given to each project even before design work begins. The study includes a survey both of topography and subsoil features of the proposed site. It also includes a consideration of possible alternatives,such as a concrete gravity dam or an earth-fill embankment dam. The economic factors involved in each of the possible alternatives must also be weighed. Today,a study usually includes a consideration of environmental impact of the project. Many engineers,usually working as a team that includes surveyors, specialists in soil mechanics, and experts in design and construction,are involved in making these feasibility studies.Among civil engineers, there are many top people who work in design. As we have seen, civil engineers work on many different kinds of structures,so it is normal practice for an engineer to specialize in just one kind. In designing buildings, engineers often work as consultants in architectural or construction firms. Dams , bridges , water supply systems, and other large projects ordinarily employ several engineers whose work is coordinated by a system engineer who is in charge of the powerhouse and its equipments. In other cases,civil engineers are assigned to work on project in another field; in the space program,for instance, civil engineers are 'necessary in the design and construction of such structures as launching pads and rocket storage facilities.Construction is a complicated process on almost all engineering projects. It involves scheduling the work and utilizing the equipments and the materials so that costs are kept as low as possible. Safety factor must also be taken into account, since construction can be very dangerous.Many civil engineers therefore specialize in the construction phase.Reading Material (2) Civil EngineerA civil engineer is a person who practices civil engineering,the application of planning,designing , constructing, maintaining, and operating infrastructures while protecting the public and environmental health,as well as improving existing infrastructures that have been neglected.Originally, a civil engineer worked on public works projects and was contrasted with a military engineer,who worked on armaments and defenses. Over time, various branches of engineering have become recognized as distinct from civil engineering , including chemical engineering, mechanical engineering,and electrical engineering, while much of miry engineering has been absorbed by civil engineering.In some places, a civil engineer may perform land surveying; in others, surveying is limited to construction surveying,unless an additional qualification is obtained. On some U. S. military bases,the.personnel responsible for buildings and grounds maintenance, such as grass mowing, are called civil .engineers and are not required to meet any minimum educational requirements.SpecializationCivil engineers usually practice in a particular specialty, such as construction engineering,geotechnicalengineering,structural engineering,land development, transportation engineering, hydraulic engineering,and environmental engineering. Some civil engineers, particularly those working for government agencies, may practice across multiple specializations, particularly when involved in critical infrastructure development or maintenance.Education and licensingIn most countries, a civil engineer will have graduated from a post-secondary school with a degree in civil engineering, which requires a strong background in mathematics and physical sciences; this degree is typically a bachelor's degree,though many civil engineers study further to obtain masters,and doctoral degrees. In many countries,civil engineers are subject to licensure. In jurisdictions with mandatory licensing,people who do not obtain a license may not call themselves "civil engineers".EuropeBelgium. In Belgium, Civil Engineer is a legally protected title applicable to graduates of the five-year engineering course in one of the six universities and the Royal Military Academy. Their specialities can be all fields of engineering: civil, structural, electrical, mechanical, chemical, physics and even computer science. This use of the title may cause confusion to English speakers as the Belgian "civil" engineer can have a speciality other than civil engineering. In fact,Belgians use the adjective " civil"as an opposition to military engineers.The formation of the civil engineer has a strong mathematical and scientific base and is more theoretical in approach than the practical oriented industrial engineer educated in a five-year program at a polytechnic. Traditionally, students were required to pass an entrance exam on mathematics to start civil engineering studies. This exam was abolished by the FlemishCommunity in 2004,but is still organized in the French Community.Scandinavia. In Scandinavian countries, a civil engineer is a first professional degree,approximately equivalent to Master of Science in Engineering,and a protected title granted to students by selected institutes of technology. As in English the word has its origin in the distinction between civilian and military engineers,as in before the start of the 19th century only military engineers existed and the prefix "civil" was a way to separate those who had studied engineering in a regular university from their military counterparts. Today the degree spans over all fields within engineering, like civil engineering , computer science , electronics engineering , etc.There is generally a slight difference between a master of science in engineering degree and the Scandinavian civil engineer degree,the latter's program having closer ties with the industry's demands. A civil engineer is the more well-known of the two; still, the area of expertise remains obfuscated for most of the public. A noteworthy difference is the mandatory courses in mathematics and physics , regardless of the equivalent master degree, e. g. computer science.Although a college engineer is roughly equivalent to a bachelor of science in Scandinavia, and to become a civil engineer, one often has had to do up to one extra year of overlapping studies compared to attaining a bachelor of science/master of science combination.This is because the higher educational system is not fully adapted to the international standard graduation system,since it is treated as a professional degree. Today is starts to have a change due to the Bologna process.A Scandinavian "civilingenjor" in international contexts will commonly call herself "master of science in engineering" and will occasionally wear an engineering class ring. At the Norwegian Institute of Technology (now the Norwegian University of Science and Technology) , the tradition with a NTH Ring goes back t0 1914,before the Canadian iron ring.In Norway the title "Sivilingenidr" will no longer be issued after 2007,and has been replaced by "Master of technology". In the English translation of the diploma,the title will be "Master of Science" , since "Master of Technology" is not an established title in the English-speaking world. The extra overlapping year of studies have also been abolished with this change to make Norwegian degrees more equal to their international counterparts.United Kingdom. A chartered civil engineer (known as a certified or professional engineer in other countries) is a member of the Institution of Civil Engineers,and has also passed chartership exams. However, a non-chartered civil engineer may not be a member of the Institution of Civil Engineers or the Institution of Civil Engineering Surveyors. The description "Civil Engineer" is not restricted to members of any particular professional organization although "Chartered Civil Engineer" is .Eastern EuropeIn many Eastern European countries civil engineering does not exist as a distinct degree or profession but its various sub-professions are often studied in separate university faculties and performed as separate professions, whether they are taught in civilian universities or military engineering academies. Even many polytechnic tertiary schools give out separate degrees for each field of study. Typically study in geology,geodesy,structural engineering and urban engineering allows a person to obtain a degree in construction engineeting. Mechanical engineering,automotive engineering , hydraulics and even sometimes metallurgy are fields in a degree of machinery /doc/1d8a7d266137ee06eef91860.html puter sciences,control engineering and electricalengineering are fields in a degree in electrical engineering , while security, safety, environmental engineering, transportation, hydrology and meteorology are in a category of their own, typically each with their own degrees, either in separate university faculties or at polytechnic schools. United StatesIn the United States, civil engineers are typically employed by municipalities, construction firms,consulting engineering firms, architect/engineer firms, state governments, and the federal government. Each state requires engineers who offer their services to the public to be licensed by the state.licensure is obtained by meeting specified education, examination, and work experience the state. Licensure is obtained by meeting spec requirements. Specific requirements vary by state. Typically licensed engineers must graduate from an abet-accredited university or college engine ering program, pass the Fundamentals of Engineering Exam,obtain several years of engineering experience under the supervision of a licensed engineer,and then pass the Principles and Practice of Engineering Exam. After completing these steps and the granting of licensure by a state board,engineers may use the title "Professional Engineer"Building Engineering(建筑⼯程)Ⅰ: Building Types and ComponentsComponents of a BuildingMaterials and structural forms are combined to make up the various parts of a building, including the load-carrying frame, skin, floors, and partitions. The building also has mechanical and electrical systems, such as elevators, heating and cooling systems, and lighting systems. The superstructure is that part of a building above ground, and the substructure and foundation is that part of a building below ground.The skyscraper owes its existence to two developments of the 19th century: steel skeleton construction and the passenger elevator. Steel is a construction material dates from the introduction of the Bessemer converter in 1855. Gustame Eiffel (1832-1923) introduced steel construction in France. His designs for the Galerie des Machines and the Tower for the Paris Exposition of 1889 expressed the lightness of the steel framework. The Eiffel Tower, 984 feet (300 meters) high, was the tallest structure built by man and was not surpassed until 40 years later by a series of American skyscrapers.The first elevator was installed by Elisha Otis in a department store in New York in 1857. In 1889, Eiffel installed the first elevators on a grand scale in the Eiffel Tower, whose hydraulic elevators could transport 2,350 passengers to the summit every hour.Load-carrying frame. Until the late 19th century, the exterior walls of a building were used as bearing walls to support the floors. This construction is essentially a post and lintel type, and it is still used in frame construction for houses. Bearing-wall construction limited the height of buildings because of the enormous wall thickness required; for instance, the 16-story MonadnockBuilding built in the 1880?s in Chicago had walls 5 feet (1.5 meters) thick at the lower floors. In 1883, William Le Baron Jenney (1832-1907) supported floors on cast-iron columns to form a cage-like construction. Skeleton construction, consisting of steel beams and columns, was first used in 1889. As a consequence of skeleton construction, the enclosing walls become a “curtain wall” rather than serving a supporting function. Masonry was the curtain wall mate rial until the 1930?s, when light metal and glass curtain walls were used.After the introduction of the steel skeleton, the height of buildings continued to increase rapidly. All tall buildings were built with a skeleton of steel until World War Ⅱ. After the war, the shortage of steel and the improved quality of concrete led to tall buildings being built of reinforced concrete. Marina Towers (1962) in Chicago is the tallest concrete building in the United States; its height - 588 feet (179 meters) - is exceeded by the 650-foot (198-meter) Post Office Tower in London and by other towers.A change in attitude about skyscraper construction has brought a return to the use of the bearing wall. In New York city, the Columbia Broadcasting System Building, designed by Eero Saarinen in 1962, has a perimeter wall consisting of 5-foot (1.5-meter) wide concrete columns spaced 10 feet (3-meter) from column center to center. This perimeter wall, in effect, constitutes a bearing wall. One reason for this trend is that stiffness against the action of wind can be economically obtained by using the walls of the building as a tube; the World Trade Center buildings are another example of this tube approach. In contrast, rigid frames or vertical trusses are usually provided to give lateral stability.Skin. The skin of a building consists of both transparent elements (windows) and opaque elements (walls). Windows are traditionally glass, although plastics are being used, espeeially in schools where breakage creates a maintenance problem. The wall elements, which are used to cover the structure and are supported by it, are built of a variety of materials: brick precast concrete, stones, opaque glass, plastics, steel, and aluminum. Wood is used mainly in house construction; it is not generally used for commercial, industrial, or public buildings because of the fire hazard.Floors. The construction of the floors in a building depends on the basic structural frame that is used. In steel skeleton construction, floors are either slabs of concrete resting on steel beams or a deck consisting of corrugated steel with a concrete topping. In concrete construction, the floors are either slabs of concrete on concrete beams or a series of closely spaced concrete beams (ribs) in two directions topped with a thin concrete slab, giving the appearance of a waffle on its underside. The kind of floor that is used depends on the span between supporting columns or walls and function of the space. In an apartment building, for instance, where walls and columns are spaced at 12 to 18 feet (3.7 to 5.5 meters), the most popular construction is a solid concrete slab with no beams. The underside of the slab serves as the ceiling for the space below it. Corrugated steel decks are often used in office buildings because the corrugations, when enclosed by another sheet of meta1, form ducts for telephone and electrical lines.Mechanical and Electrical Systems. A modern building not only contains the space for which it is intended (office, classroom, apartment) but also contains ancillary space for mechanical and electrical systems that help to provide a comfortable environment. These ancillary spaces in a skyscraper office building may constitute 25% of the total building area. The importance of heating, ventilating, electrical, and plumbing systems in an office building is shown by the fact that 40% of the construction budget is allocated to them. Because of the increased use of sealedbuildings with windows that cannot be opened, elaborate mechanical systems are provided for ventilation and air conditioning. Ducts and pipes carry fresh air from central fan rooms and air conditioning machinery. The ceiling, which is suspended below the upper floor construction, conceals the ductwork and contains the lighting units. Electrical wiring for power and for telephone communication may also be located in this ceiling space or may be buried in the floor construction in pipes or conduits.There have been attempts to incorporate the mechanical and electrical systems into the architecture of buildings by frankly expressing them; for example, the American Republic Insurance Company Building (1965) in Des Moines, Iowa, exposesboth the ducts and the floor structure in an organized and elegant pattern and dispenses with the suspended ceiling. This type of approach makes it possible to reduce the cost of the building and permits innovations, such as in the span of the structure.Soil and Foundations. All buildings are supported on the ground, and therefore the nature of the soil becomes an extremely important consideration in the design of any building. The design of a foundation depends on many soil factors, such as type of soil, soil stratification, thickness of soil layers and their compaction, and groundwater conditions. Soils rarely have a single composition; they generally are mixtures in layers of varying thickness. For evaluation, soils are graded according to particle size, which increases from silt to clay to sand to gravel to rock. In general, the larger particle soils will support heavier loads than the smaller ones. The hardest rock can support loads up to 100 tons per square foot (976.5 metric tons/sq meter), but the softest silt can support a load of only 0.25 ton per square foot (2.44 metric tons/sq meter). All soils beneath the surface are in a state of compaction; that is, they are under a pressure that is equal to the weight of the soil column above it. Many soils (except for most sands and gavels) exhibit elastic properties - they deform when compressed under load and rebound when the load is removed. The elasticity of soils is of - ten time - dependent, that is, deformations of the soil occur over a length of time, which may from minutes to years after a load is 1m - posed. Over a period of time, a building may settle if it imposes a load on the soil greater than the natural compaction weight of the soil. Conversely, a building may heave if it imposes loads on the soil smaller than the natural compaction weight. The soil may also flow under the weight of a building; that is, it tends to be squeezed out.Due to both the compaction and flow effects, buildings tend to settle. Uneven settlements, exemplified by the leaning towers in Pisa and Bologna, can have damaging effects - the building may lean, walls and partitions may drack, windows and doors may become inoperative, and in the extreme, a building may collapse. Uniform settlements are not so serious, although extreme conditions, such as those in Mexico City, can have serious consequences. Over the past 100 years, a change in the groundwater level there has caused some buildings to settle more than 10 feet (3 meters). Because such movements can occur during and after construction, careful analysis of the soils under a building is vital.The great variability of soils has led to a variety of solutions to the foundation problem. Where firm soil exists close to the surface, the simplest solution is to rest columns on a small slab of concrete (spread footing). Where the soil is softer, it is necessary to spread the column load over a greater area; in this case, a continuous slab of concrete (raft or mat) under the whole building is used. In cases where the soil near the surface is unable to support the weight of the building, piles of wood or concrete are driven down to firm soil.The construction of a building proceeds naturally from the foundation up to the superstructure. The design process, however, proceeds from the roof down to the foundation (in the direction of gravity). In the past, the foundation was not subjected to systematic investigation. A scientific approach to the design of foundations has been developed in the 20th century. Karl Terzaghi of the United States pioneered studies that made it possible to make accurate predictions of the behavior of foundations, using the science of soil mechanics coupled with exploration and testing procedures. Foundation failures of the past, such as the classical example of the leaning tower in Pisa, have become almost nonexistent. Foundations still are a hidden but costly part of many Buildings.New Words and Expressions1.partition [ pɑ:'ti??n ] n. 分开，分割，隔墙，隔板2.converter [ k?n'v?:t? ] n. 炼钢炉，吹风转炉3.framework [ 'freimw?:k ] n. 构架，框架，结构4.surpass [ s?'pɑ:s ] v. 超过，胜过5.exterior [ ik'sti?ri? ] adj. 外部的，外⾯的n. 外部，表⾯6.lintel [ 'lint?l ] n. 楣，（门窗）过梁7.opaque [ ?u'peik ] adj. 透明的，不透光的n. 不透明体8.deck [ dek ] n. 甲板，舱⾯；桥⾯，层⾯9.corrugate [ 'k?:ruɡeit ] v. 弄皱，使起皱纹adj. 起皱的，起波纹的10.duct [ d?kt ] n. 管道，通道，预应⼒筋孔道11.ancillary [ ?n'sil?ri ] adj. 辅助的，附属的12.ventilate [ 'ventileit ] vt. 使通风，使通⽓，给……装置通风设备。

土木工程专业英语词汇整理HEN system office room 【HEN16H-HENS2AHENS8Q8-HENH1688】第一部分必须掌握，第二部分尽量掌握第一部分：1 Finite Element Method 有限单元法2 专业英语 Specialty English3 水利工程 Hydraulic Engineering4 土木工程 Civil Engineering5 地下工程 Underground Engineering6 岩土工程 Geotechnical Engineering7 道路工程 Road (Highway) Engineering8 桥梁工程Bridge Engineering9 隧道工程 Tunnel Engineering10 工程力学 Engineering Mechanics11 交通工程 Traffic Engineering12 港口工程 Port Engineering13 安全性 safety17木结构 timber structure18 砌体结构 masonry structure19 混凝土结构concrete structure20 钢结构 steelstructure21 钢-混凝土复合结构 steel and concrete composite structure22 素混凝土 plain concrete23 钢筋混凝土reinforced concrete24 钢筋 rebar25 预应力混凝土 pre-stressed concrete26 静定结构statically determinate structure27 超静定结构 statically indeterminate structure28 桁架结构 truss structure29 空间网架结构 spatial grid structure30 近海工程 offshore engineering31 静力学 statics32运动学kinematics33 动力学dynamics34 简支梁 simply supported beam35 固定支座 fixed bearing36弹性力学 elasticity37 塑性力学 plasticity38 弹塑性力学 elaso-plasticity 39 断裂力学 fracture Mechanics40 土力学 soil mechanics41 水力学 hydraulics42 流体力学 fluid mechanics43 固体力学solid mechanics44 集中力 concentrated force45 压力 pressure46 静水压力 hydrostatic pressure47 均布压力 uniform pressure48 体力 body force49 重力 gravity50 线荷载 line load51 弯矩 bending moment52 torque 扭矩53 应力 stress54 应变 stain55 正应力 normal stress56 剪应力 shearing stress57 主应力 principal stress58 变形 deformation59 内力 internal force60 偏移量挠度 deflection61 settlement 沉降62 屈曲失稳 buckle63 轴力 axial force64 允许应力 allowable stress65 疲劳分析 fatigue analysis66 梁 beam67 壳 shell68 板 plate69 桥 bridge70 桩 pile71 主动土压力 active earth pressure72 被动土压力 passive earth pressure73 承载力 load-bearing capacity74 水位 water Height75 位移 displacement76 结构力学 structural mechanics77 材料力学 material mechanics78 经纬仪 altometer79 水准仪level80 学科 discipline81 子学科 sub-discipline82 期刊 journal ,periodical83文献literature84 ISSN International Standard Serial Number 国际标准刊号85 ISBN International Standard Book Number 国际标准书号86 卷 volume87 期 number 88 专着 monograph89 会议论文集 Proceeding90 学位论文 thesis, dissertation91 专利 patent92 档案档案室 archive93 国际学术会议 conference94 导师 advisor95 学位论文答辩 defense of thesis96 博士研究生 doctorate student97 研究生 postgraduate98 EI Engineering Index 工程索引99 SCI Science Citation Index 科学引文索引100ISTP Index to Science and Technology Proceedings 科学技术会议论文集索引101 题目 title102 摘要 abstract103 全文 full-text104 参考文献 reference105 联络单位、所属单位affiliation106 主题词 Subject107 关键字 keyword108 ASCE American Society of Civil Engineers 美国土木工程师协会109 FHWA Federal Highway Administration 联邦公路总署 110 ISO International Standard Organization111 解析方法 analytical method112 数值方法 numerical method113 计算 computation114 说明书 instruction第二部分：岩土工程专业词汇engineering岩土工程engineering基础工程,earth土mechanics土力学cyclicloading周期荷载unloading卸载reloading再加载viscoelasticfoundation粘弹性地基viscous?damping粘滞阻尼shearmodulus剪切模量dynamics土动力学path应力路径geotechanics数值岩土力学二.土的分类soil残积土groundwaterlevel地水位地下水groundwatertable地下水位miner 粘土矿物minerals次生矿物滑坡?holecolumnarsection 孔柱状图geologicinvestigation工程地质勘漂石?卵石?砂石?sand砾砂sand粗砂sand中砂sand细砂sand粉土soil粘性土粘土?clay粉粘土粉土?silt砂质粉土silt粘质粉土soil饱土soil非饱和土(soil)填土soil超固结土consolidatedsoil正常固结土soil欠固结土soil区域性土clay软粘土(swelling)soil膨土泥炭?黄土?soil冻土ofsaturation饱和度unitweight干重度unitweight湿重度=InternationalSocietyforSoilMechanicsand technicalEngineering国际土力学与岩土工程会四.渗透性和渗流’slaw达西定律管涌?soil流土boiling砂沸流网渗透（流）渗流?pressure渗透压力渗透性?force渗透力gradient水力梯度ofpermeability渗透系数五.地基应力和变形soil软土2.(negative)skinfrictionofdrivenpile打入（负）摩阻力stress有效应力stress总应力vaneshearstrength十字板抗剪强度activity低活性灵敏度?test三轴试验design基础设计再压缩capaci 承载力mass土体stress(pressure)接触应力（压力）load集中荷载semi-infiniteelasticsolid半限弹性体均质?各向同性?footing条基spreadfooting方独立基础soil(stratum,strata)下卧层（土）load=sustainedload恒载持续荷载load活载–termtransientload短期瞬时荷载transientload长期荷载load折算荷载沉降?变形?套管?=dyke堤（防）fraction粘粒粒组properties物理性质路基?soil级配良好土soil级配不良土stresses正应力stresses剪应力plane主平面(intermediate,minor)principalstress最大（中、最小）主应力failurecondition摩尔-库仑破坏条件=finiteelementmethod有限元法equilibriummethod极限平衡法waterpressure孔隙水压力pressure先期固结压力ofcompressibility压缩模量ofcompressibility压缩系数index压缩指数index回弹指数stress自重应力stress附加应力stress总应力settlement最终沉降line滑动线六.基坑开挖与降水1excavation 开挖（挖方）2dewatering（基坑）降水3failureoffoundation基坑失稳4bracingoffoundationpit基坑围护5bottomheave=basalheave（基坑）底隆起6retainingwall挡土墙7pore-pressuredistribution孔压分布8dewateringmethod降低地下水位法9wellpointsystem井点系统（轻型）10deepwellpoint深井点11vacuumwellpoint真空井点12bracedcuts支撑围护13bracedexcavation 支撑开挖14bracedsheeting支撑挡板七.深基础--deepfoundationfoundation桩基础1)cast–in-place灌注桩divingcastingcast-in-placepile沉管灌注桩boredpile钻孔桩special-shapedcast-in-placepile机控异型灌注桩pilessetintorock嵌岩灌注桩rammedbulbpile 夯扩桩2)belledpierfoundation钻孔墩基础drilled-pierfoundation钻孔扩底墩under-reamedboredpier3)precastconcretepile预制混凝土桩4)steelpile钢桩steelpipepile钢管桩steelsheetpile钢板桩5)prestressedconcretepile预应力混凝土桩prestressedconcretepipepile预应力混凝土管桩foundation沉井（箱）wall地下连续墙截水墙pile摩擦桩pile端承桩竖井；桩身?equationanalysis波动方程分析caps承台（桩帽）capacityofsinglepile单桩承载力pileloadtest单桩横向载荷试验lateralresistanceofsinglepile单桩横向极限载力loadtestofpile单桩竖向静荷载试验allowableloadcapacity单桩竖向容许承载力pilecap低桩承台pilecap高桩承台ultimateupliftresistanceofsinglepile单桩拔极限承载力piling静力压桩pile抗拔桩pi 抗滑桩groups群桩factorofpilegroups群桩效率系数（η）ofpilegroups群桩效应piletesting桩基动测术set最后贯入度loadtestofpile桩动荷载试验integritytest桩的完整性试验head=butt桩头tip=pilepoint=piletoe桩端（头）spacing桩plan桩位布置图ofpiles=pilelayout桩的布置action群桩作用bearing=tipresistance桩端(side)friction=shaftresistance桩侧阻cushion桩垫driving(byvibration)（振动）桩pullingtest拔桩试验shoe桩靴noise打桩噪rig打桩机九.固结consolidation’sconsolidationtheory太沙基固结理论’sconsolidationtheory巴隆固结理论’sconsolidationtheory比奥固结理论consolidationration(OCR)超固结比soil超固结土porewaterpressure超孔压力consolidation多维固结consolidation一维固结consolidation主固结consolidation次固结ofconsolidation固结度test固结试验curve 结曲线factorTv时间因子ofconsolidation固结系数pressure前期固结压力ofeffectivestress有效应力原理underK0conditionK0固结十.抗剪强度shearstrength shearstrength不排水抗剪强度strength残余强度strength长期强度strength 峰值强度strainrate剪切应变速率剪胀?stressapproachofshearstrength剪胀抗剪强度有效应力法stressapproachofshearstrength抗剪强度总应力法theory莫尔－库仑理论ofinternalfriction内摩擦角粘聚力?criterion 破坏准则strength十字板抗剪强度compression无侧限抗压强度stressfailureenvelop有效应力破坏包线stressstrengthparameter有效应力强度参数十一.本构模型--constitutivemodelmodel弹性模型elasticmodel非线性弹性模型model弹塑性模型model粘弹性模型surfacemodel边界面模型model邓肯－张模型plasticmodel刚塑性模型model盖帽模型softening加工软化hardening加工硬化model剑桥模型elastoplasticmodel理想弹塑性模型yieldcriterion莫尔－库仑屈服准则surface屈服面half-spacefoundationmodel弹性半空间地基模型modulus弹性模量foundationmodel文克尔地基模型十二.地基承载力--bearingcapacityoffoundationsoilshearfailure冲剪破坏shearfailure整体剪切破化shearfailure局部剪切破坏oflimitequilibrium极限平衡状态edgepressure临塑荷载offoundationsoil地基稳定性bearingcapacityoffoundationsoil地基极限承载力bearingcapacityoffoundationsoil地基容许承载力十三.土压力--earthpressureearthpressure主动土压力earthpressure被动土压力pressureatrest静止土压力’searthpressuretheo ry库仑土压力理论’searthpressuretheory朗金土压力理论十四.土坡稳定分析--slopestabilityanalysis ofrepose休止角method毕肖普法factorofsl 边坡稳定安全系数methodofslices费纽伦斯条法circlemethod瑞典圆弧滑动法method条分十五.挡土墙--retainingwallofretainingwall挡土墙稳定性wall基础墙retainingwall扶壁式挡土墙retainingwall悬臂式挡土墙sheetpilewall悬臂式板桩墙retainingwall重力式挡土墙plateretainingwall锚定板挡土墙sheetpilewall锚定板板桩墙十六.板桩结构物--sheetpilestructure sheetpile钢板桩concretesheetpile钢筋混凝土板桩piles钢桩sheetpile木板桩piles木桩十七.浅基础--shallowfoundationfoundation 型基础(raft)foundation片筏基础foundatio 形基础footing扩展基础foundation补偿性基stratum持力层foundation刚性基础foundat 柔性基础depthoffoundation基础埋置深度foundationpressure基底附加应力interactionanalysis上部结构－基础－地基共作用分析十八.土的动力性质--dynamicpropertiesofso strengthofsoils动强度velocitymethod波速damping材料阻尼damping几何阻尼ratio阻尼liquefaction初始液化periodofsoilsite地基有周期shearmodulusofsoils动剪切模量ma二十.地基基础抗震engineering地震工程dynamics土动力学ofearthquake地震持续时间responsespectrum地震反应谱intensity地震度magnitude震级predominantperiod地震卓周期accelerationofearthquake地震最大加速二十一.室内土工实验pressureconsolidationtest高压固结试验underK0conditionK0固结试验headpermeabil 变水头试验headpermeability常水头渗透试验triaxialtest不固结不排水试验(UU) undrainedtriaxialtest固结不排水试验(CU) drainedtriaxialtest固结排水试验(CD)test击实试验quickdirectsheartest固结快剪试验directsheartest快剪试验draineddirectsheartest慢剪试验analysis筛分析modeltest土工模型试验modeltest离心模型试验shearapparatus直剪仪sheartest直剪试验simplesheartest直接单剪试验triaxialtest三轴试验simpleshear动单剪（resonance）vibrationcolumntest自(共)振柱试验二十二.原位测试penetrationtest(SPT)标准贯入试验wavetest(SWT)表面波试验penetrationtest(DPT)动力触探试验conepenetration(SPT)静力触探试验loadingtest 静力荷载试验loadtestofpile单桩横向载荷试验loadtestofpile单桩竖向荷载试验test跨孔试验platetest螺旋板载荷试验test旁压试验sounding轻便触探试验settlementmeasurement 深层沉降观测sheartest十字板剪切试验permeabilitytest现场渗透试验porewaterpressuremeasurement原位孔隙水压量测soiltest原位试验。