下载文档原格式
国内岩土类、地质类核心期刊导引国内岩土工程期刊1．工程地质学报2．岩土力学3．岩石力学与工程学报4．岩石学报5．土木工程学报6．岩土工程界7．岩土工程师8．工程勘察9．地震工程与工程振动10．岩土工程技术11．施工技术12．地基处理13．冰川冻土14．地下空间与工程学报15．现代隧道技术16．工程力学17．力学学报18．建筑结构国内土木工程EI及核心期刊《岩土工程学报》（EI，CSCD核心，全国中文核心）《土木工程学报》（EI，CSCD核心，全国中文核心）《建筑结构学报》（EI，CSCD核心，全国中文核心）《岩土力学》（EI，CSCD核心，全国中文核心）《重庆大学学报》（EI，CSCD核心，全国中文核心）《煤炭学报》（EI，CSCD核心，全国中文核心）《中国矿业大学学报》（EI，CSCD核心，全国中文核心）《中南大学学报》（EI，CSCD核心，全国中文核心）《东南大学学报》（EI，CSCD核心，全国中文核心）《同济大学学报》（EI，CSCD核心，全国中文核心）《矿业研究与开发》（全国中文核心）《采矿与安全工程学报》（EI，全国中文核心）《岩石力学与工程学报》（EI，全国中文核心）《工业建筑》（CSCD核心，全国中文核心）《混凝土》（全国中文核心）《水文地质工程地质》（CSCD核心，全国中文核心）《水利学报》（EI，全国中文核心）《人民长江》（CSCD核心，全国中文核心）《长江科学院院报》（全国中文核心）《矿业安全与环保》（全国中文核心）《中外公路》《现代隧道技术》《工程爆破》（全国中文核心）《有色金属》（全国中文核心）《现代矿业》（中国核心期刊，国家级普通期刊）《建筑工业》（CSCD核心，全国中文核心）。
1.GEOTECHNIQUE2.GEOTEXTILES AND GEOMEMBRANES3.INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES4.INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS5.ENGINEERING GEOLOGY6.EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS7.GEOSYNTHETICS INTERNATIONAL8.JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING9.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING10.CANADIAN GEOTECHNICAL JOURNAL11.JOURNAL OF EARTHQUAKE ENGINEERING12.ROCK MECHANICS AND ROCK ENGINEERING13.SOILS AND FOUNDATIONS14.EARTHQUAKE SPECTRAPUTERS AND GEOTECHNICS16.GEOTECHNICAL TESTING JOURNAL17.MARINE GEORESOURCES & GEOTECHNOLOGY18.PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING19.ENVIRONMENTAL & ENGINEERING GEOSCIENCE20.QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGYWorld Tunnelling世界隧道Tunnelling and Underground Space Technology隧道与地下空间技术Canadian Geotechnical Journal加拿大岩土工程杂志，世界上发行量最大的三家岩土工程学术期刊之一，以刊登有关基础、隧道、水坝、边坡问题精彩文章及相关学科的新技术、新发展而闻名于世。
1. Canadian Geotechnical JournalThis Journal Published since 1963, so it has a long history of more than 50 years.This monthly journal features articles, notes, and discussions related to new developments in geotechnical and geoenviorenmental engineering, and applied sciences. The topics of papers written by researchers, theoreticians, and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behavior, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modeling. Papers on actual case records from practice are encouraged and frequently featured. The impect factor of this journal is more than 0.5.2. Geotechnical Engineering, Proceedings of ICEGeotechnical Engineering covers all aspects of geotechnical engineering including tunnelling, foundations, retaining walls, embankments, diaphragm walls, piling, subsidence, soil mechanics and geoenvironmental engineering. Presented in the form. of reports, design discussions, methodologies and case records it forms an invaluable reference work, highlighting projects which are interesting and innovative. Geotechnical Engineering publishes only six issues per year.Although it's impact factor is only 0.28,it is one of the most popular journals in our filed.3. Géotechnique, Proceedings of ICEEstablished for almost 60 years, Géotechnique is ICE's world-leading geotechnics journal, publishing the cream of the international community's output on all aspects of geotechnical engineering.Subject coverage: Géotechnique provides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.Géotechnique is published ten times per year: February–June, August–December.Indexed by SCI, Current Contents, Compendex, Geo Abstracts, Elsevier Science Direct, Citeseer and others. Each only published a few articles, and the impact factor is more than 1.2,so I think this Journal is the most popular one in our field.《岩石力学与工程学报》Journal of rock mechanics and engineering《Journal of rock mechanics and engineering》stands for the highest level in our filed in china, especially on the aspect of rock materials. The impect factor more than 1.448 after the year of 2008. Indexed by EI.《岩土力学》Rock and soil mechanics《Rock and Soil mechanics》Indexed by EI. including soil and rock mechanics, material properties and fundamental behavior, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering. it stands for a high level in our filed in china.《岩土工程学报》Journal of geotechnical engineering《Journal of geotechnical engineering》Indexed by EI. especially on the aspect of soil materials .Including soil mechanics, material properties and fundamental behavior, site characterization, foundations, excavations, tunnels, dams and embankments, slopes. The impect factor more than 1.04 after the year of 2005.摘要有限元强度折减法自提出以来得到了快速的发展，目前已广泛应用于边坡工程。
不收审稿费+版面费的国内期刊：1.《岩土工程技术》2.《水运工程》（中文核心期刊）出版速度比较快，主要面向港口航道类的3.《城市环境与城市生态》（中文核心期刊）4.《强度与环境》统计源期刊5.《洁净与空调技术》（有稿费拿）6.《砖瓦》建材核心有稿费7.《水利发展研究》8.《中国水利》给200左右的稿费9.《钢结构》10.《交通企业管理》有少量稿费11.中国建筑防水》稿费不少12.《城市交通》13.《新型建筑材料》14.《公路》（中文核心期刊）15.《综合运输》有稿费16.《建筑材料学报》EI收录，收100元审稿费，无版面费17.《建筑技术》中文核心期刊18.《城市公共交通》19.《施工技术》（如果是高校作者，要交800元版面费）20.《科学通报》（英文版）SCI收录(中文刊要收一定的版面费)21.《力学学报》（英文版）SCI收录(中文刊收版面费)另外大部分国外期刊都无审稿费+版面费--------------------------------------------------------------------------------不收审稿费的国内期刊：1.《中国公路学报》（EI 期刊）2.《中国铁道科学》（EI 期刊）3.《中南大学学报》（EI 期刊）4.《土木工程学报》（EI 期刊）5.《岩土工程学报》（EI 期刊）6.《工程勘察》（核心）7. 河海大学学报(自然科学版)（核心）8. 水利水电科技进展（核心）-------------------------------------------------------------------------------------征收审稿费+版面费的国内期刊：1.岩土工程学报无审稿费版面费:200一页2.建筑结构学报3.土木工程学报无审稿费4.岩石力学与工程学报5.建筑结构6.工业建筑7.哈尔滨建筑大学学报8.中国给水排水9.岩土力学审稿费：100，版面费：220元/版10.给水排水11.施工技术12.建筑技术13.世界建筑14.建筑科学15.世界地震工程16.建筑学报17.混凝土18.工程勘察版面费：800/篇审稿周期：岩土工程约3个月，测绘工程约4个月，水文地质约4个月，工程物探约4个月。
部分岩土SCI期刊岩土SCI的影响因子一般比较小，ISI认定的最牛的四大刊分别是Geotechnique、Canadian Geotechnical Journal、ASCE、Soil and FoundationGeotechnique 土工影响因子1.461（2012)国际著名的有关土力学、岩石力学、工程地质、环境岩土工程的岩土技术期刊。
岩土工程界最牛的期刊。
Established in 1948, Géotechnique is the world's premier geotechnics journal, publishing research of the highest quality on all aspects of geotechnical engineering. G éotechniqueprovides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.Canadian Geotechnical Journal 加拿大岩土工程学报影响因子0.867（2012)主编：Dr. Ian Moore, Queen's University以刊登有关基础、隧道、水坝、边坡问题精彩文章及相关学科的新技术、新发展而闻名。
Published since 1963, this monthly journal features articles, notes, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamentalbehaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling. Contributions that have practical relevance are preferred, including case records. Purely theoretical contributions are not generally published unless they are on a topic of special interest (like unsaturated soil mechanics or cold regions geotechnics) or they have direct practical value.Journal of Geotechnical and Geoenvironmental Engineering(ASCE)岩土及环境岩土学报影响因子1.156（2012)美国土木工程师协会(ASCE)主办的杂志之一，以土力学及基础工程方面的内容为主，主题偏向于设计方法、工程应用等。
岩土从工程建筑观点对组成地壳的任何一种岩石和土的统称。
其岩土工程专业是土木工程的分支，是运用工程地质学、土力学、岩石力学解决各类工程中关于岩石、土的工程技术问题的科学。
那么岩土比较好发的核心期刊有哪些呢?《》是由中国科学技术协会主管，由中国水利学会、中国土木工程学会、中国力学学会、中国建筑学会、中国水力发电工程学会、中国振动工程学会六个全国性学会联合主办的学术性科技期刊。
是岩土工程理论和实践的重要论坛，是我国从事水利、建筑和交通事业的勘测、设计、施工、研究和教学人员发表学术观点、交流实践经验的重要园地。
为我国培养了一大批水利、建筑和交通事业战线上岩土工程学科的带头人，为我国的基础性工程设施建设事业，特别是水利工程建设事业做出了贡献。
《》是由中国科学院武汉岩土力学研究所主办的综合性岩土力学与工程学术期刊。
期刊主要报道岩土力学与岩土工程研究、测试技术与方法的新理论、新成果、新方法以及最新学术动态等。
本刊是全国、美国《工程索引》(EI)收录期刊，同时也是中国科学引文数据库、中国科技论文统计源期刊，且为《中国期刊网》、《中国学术期刊(光盘版)》、《万方数据库》、重庆维普全文收录，欢迎读者通过期刊网查阅本刊内容.《岩土工程技术》(双月刊)创刊于1984年，由国防机械工业工程勘察科技情报网主办。
主要刊登岩土工程方面的基础理论和就用研究的学术论文、报告、实物(装置、系统、产品、材料等)、技术方法、工程实录以及其他有实用价值的文章等。
本刊以其技术上的先进性、实用性和可操作性为突出特点，成为岩土工程界广大科技工作者的良师益友。
获1996年中国兵器工业总公司科技期刊二等奖、1992年获部级三等奖。
《岩石力学与工程学报》由中国科协主管、中国岩石力学与工程学会主办，创刊于1982年。
反映我国岩石力学与工程的新成就、新理论、新方法、新经验、新动向，促进海内外学术交流，特别欢迎国家重大项目、国家自然科学基金项目及其他重要项目的研究成果，倡导和鼓励有实践经验的作者撰稿，并优先刊用这些稿件，本刊也发表少数侧重于工程应用的土力学方面的文章。
国内岩土类、地质类核心期刊导引A．国内岩土工程期刊1．岩土工程学报本刊于1979年创刊，是中国水利学会、中国土木工程学会、中国力学学会、中国建筑学会、中国水力发电工程学会、中国振动工程学会联合主办的学术性科技期刊。
本刊被《中文核心期刊要目总览》连续多年确认为核心期刊，并在建筑类核心期中列首位；本刊被收录为国家科技部“中国科技论文统计源期刊”（中国科技核心期刊），并被评为“百种中国杰出学术期刊”；本刊被“中国科技论文与引文数据库”、“中国期刊全文数据库”和“中文科技期刊数据库”等多个国内重要的数据库收录，并能在《中国学术期刊（光盘版）》、《中国期刊网》、万方网和重庆维普网全文检索；本刊被美国工程索引Ei网络版等国际检索系统收录。
主管单位：中国科学技术协会主办单位：中国水利学会中国土木工程学会中国力学学会中国建筑学会中国水力发电工程学会中国振动工程学会主编：陈生水国际标准刊号：SSN 1000-4548国内统一刊号：CN 32-1124/TU地址：南京市虎踞关34号邮政编码：210024期刊类型：双月刊创刊日期：1979年2．工程地质学报本刊是我国工程地质学科综合性的高级学术期刊。
1993年批准创刊发行，现为季刊，16开本，每期96页，国内外公开发行。
《工程地质学报》办刊宗旨是加强学术交流，促进工程地质科学的理论，应用和技术的发展，使工程地质学科更好地为国民经济建设服务。
《工程地质学报》着重于理论研究和工程实践的结合。
学报主要介绍当前规划、设计和在建国家重点工程的工程地质和地质环境实例及其论证；讨论理论进展和方法创新；讨论在土木、水电、铁路、公路、及矿山建设、城乡规划、地质环境和灾害治理，以及能源和工业采掘等方面的新技术和经营、适用于科研工作者、高校师生和专业工程技术人员参阅。
《工程地质学报》由中国科学院地质与地球物理研究所主办，由工程地质力学重点研究室实验室、协同中国地质学会工程地质专业委员会及国际工程地质学会中国国家小组编辑。
1. Canadian Geotechnical JournalThis Journal Published since 1963, so it has a long history of more than 50 years.This monthly journal features articles, notes, and discussions related to new developments in geotechnical and geoenviorenmental engineering, and applied sciences. The topics of papers written by researchers, theoreticians, and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behavior, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modeling. Papers on actual case records from practice are encouraged and frequently featured. The impect factor of this journal is more than 0.5.2. Geotechnical Engineering, Proceedings of ICEGeotechnical Engineering covers all aspects of geotechnical engineering including tunnelling, foundations, retaining walls, embankments, diaphragm walls, piling, subsidence, soil mechanics and geoenvironmental engineering. Presented in the form. of reports, design discussions, methodologies and case records it forms an invaluable reference work, highlighting projects which are interesting and innovative. Geotechnical Engineering publishes only six issues per year.Although it's impact factor is only 0.28,it is one of the most popular journals in our filed.3. Géotechnique, Proceedings of ICEEstablished for almost 60 years, Géotechnique is ICE's world-leading geotechnics journal, publishing the cream of the international community's output on all aspects of geotechnical engineering.Subject coverage: Géotechnique provides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.Géotechnique is published ten times per year: February–June, August–December.Indexed by SCI, Current Contents, Compendex, Geo Abstracts, Elsevier Science Direct, Citeseer and others. Each only published a few articles, and the impact factor is more than 1.2,so I think this Journal is the most popular one in our field.《岩石力学与工程学报》Journal of rock mechanics and engineering《Journal of rock mechanics and engineering》stands for the highest level in our filed in china, especially on the aspect of rock materials. The impect factor more than 1.448 after the year of 2008. Indexed by EI.《岩土力学》Rock and soil mechanics《Rock and Soil mechanics》Indexed by EI. including soil and rock mechanics, material properties and fundamental behavior, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering. it stands for a high level in our filed in china.《岩土工程学报》Journal of geotechnical engineering《Journal of geotechnical engineering》Indexed by EI. especially on the aspect of soil materials .Including soil mechanics, material properties and fundamental behavior, site characterization, foundations, excavations, tunnels, dams and embankments, slopes. The impect factor more than 1.04 after the year of 2005.摘要有限元强度折减法自提出以来得到了快速的发展，目前已广泛应用于边坡工程。
实践证明该理论有着很强的实用性。
近年来，郑颖人、胡文清等人开始将该理论应用于隧道工程，并提出了隧道安全系数的概念。
利用安全系数对隧道的稳定性量化。
传统的有限元算法无法算出隧道的安全系数和围岩破坏面，仅凭应力、位移、拉应力区和塑性区无法准确判断隧道的破坏面；经典极限分析法适用工程设计但适应性差。
然而有限元强度折减法通过对岩土体强度参数的折减使岩土体处于极限状态，从而使其处于潜在的破坏面，既能求出安全系数又能广泛用于工程实践。
本文根据有限元强度折减法原理，利用数值分析软件对隧道的破坏模式、浅埋隧道松散压力、偏压隧道破坏模式进行了简单探讨。
探讨浅埋隧道破坏模式时，将数值分析和模型试验相结合，分析了四种不同工况下隧道的破坏模式，结果表明数值分析和模型试验所得结果比较接近，利用数值分析软件分析隧道破坏模式和安全系数可行。
本文提出了两种浅埋土体松散压力计算方法，一种是根据有限元极限分析理论，在隧道拱部临空面施加与重力反向的节点力，并通过调节力的大小使模型处于极限平衡状态。
该方法有严格的力学依据，也不需假定破裂面，计算时要考虑外界不利条件影响，对土体强度参数进行折减，计算结果与实际情况更加接近，为求解浅埋土体隧道松散压力提供了一种新的方法。
另一种是将岩柱理论进行修改，计算时同样考虑外界不利条件影响，将上覆土体强度参数降低，隧道顶部的松散压力由拱顶以上部分土体产生。
本文利用数值极限分析法简单探讨了偏压隧道破坏模式，得出偏压隧道首先在埋深较浅侧的拱脚出现破裂面，破裂面向地表方向发展，在坡度较小时出现局部破坏，隧道开挖对边坡的稳定性影响显著，在相同埋深下坡度越大安全系数越小，稳定性也越弱；关键词：浅埋隧道；破坏模式；强度折减；安全系数；松散压力；偏压隧道；数值分析软件；ABSTRACTFinite element strength reduction method has got rapid development, it has been widely used in slope engineering. The practice proves that the theory has a strong applicability. In recent years, Zheng Yingren, Hu Wenqing and others have begun to introduce the theory to apply in tunnel engineering, and put forward the conception of safety factor of tunnel, which can quantify the stability of the tunnel. The traditional finite element method can not be used to calculate the safety factor and failure of surrounding rocks of tunnel, only by the stress, displacement, stress and plastic zones are unable to accurately judge the tunnel failure surface; the classical limit analysis method can be applied to engineering design but poor adaptability. However the strength reduction finite element method based on the reduction of rock and soil mass strength parameters, which leads rock and soil mass to a limit state, so that it comes out potential failure surface. This method not only can calculate the safety factor but also widely used in engineering practice.Based on the strength reduction finite element principle, and by numerical analysis software, the failure model of tunnel, shallow buried tunnel loosening pressure, and bias tunnel failure modes were discussed in this paper. This atrtical combines numerical analysis and model test to discuss shallow buried tunnel damage model, and analysed four kinds of different conditions, the results show that numerical analysis and model test results are quite close, using numerical analysis software to analyze the failure model and safety coefficient of tunnel is feasible. This paper presents two kinds of shallow soil loosening pressure calculation method, one is based on FEM limit analysis theory, adding reverse node force on the tunnel arch bottom, and by regulating the force so that the model is in the state of limit equilibrium. The method has strict mechanical basis, and without assuming the failure surface. Considering external adverse conditions, soil strength parameter should be reduced, the calculation results are more close to the actual situation, it provides a new method to solve the problem of shallow soil tunnel loosening pressure. Another one is the modified rock column theory, which considers external adverse conditions as well, and the overlying soil strength parameters should be reduced, the tunnel top loose pressure is produced by vault above soil.This paper uses numerical limit analysis method to simply discusses bias tunnelfailure model, rupture surface appears at the arch of shallow side of the bias tunnel, rupture surface developed in the direction to ground surface. local destruction appears at small grade．Tunnel excavation makes great influence on slope stability，at the same depth，the slope grade is more greater，the stability coefficient is more smaller and more weaker．KEYWORDS：shallow tunnel model; strength reduction; factor of safety Loose pressure; bias tunnel; numerical analysis software。
