外文文献及翻译题目：沉埋隧道工程对环境的影响
专业土木工程
学生姓名李鹏
班级BM土木071
学号0751411107
指导教师殷勇
沉埋隧道工程对环境的影响
摘要：一座沉埋隧道对环境的深远影响都与穿过水道的沉放管段有关。隧道对这一地区内地下和地表水的影响在隧道设计和施工方法的选择中起最重要的作用。最近在考虑的一个影响施工的问题是必须为隧道开挖的沟槽有可能出现被污染的泥土。挖出与运送这些泥土至专门装备起来以便接收它们的存放地点的方法是一系列重要新技术和质量控制措施的环境问题。最常见的是在任何建筑工程中都会遇到的环境问题，即噪音、灰尘以及交通阻塞。本文对这些问题以及目前用于解决这些问题的技术和措施作了评述。
关键词：隧道环境
沉埋隧道的特征一座沉埋隧道具有两项基本特征：它是某一地下结构场地的一部分，要在繁忙的交通条件下保证施工，而并不意味这个地区是被充分地利用了的。因此，施工空间是很宝贵的。
它基本上是一预制结构。
最终将安装在河流或运河底部位置的隧道管段是在其它地方以非常接近工厂条件的方式筑造的，这种条件在现场和工地是不大可能达到的。施工规划上的优点和将管段制造与工地准备分开进行在后勤上的优点是显而易见的，还有极易于实现有效的质量控制的优点。
隧道工点在环境上的影响同样也大大少于隧道完全都在现场施工的情况；如像空间的需求和施工运输，这两个问题就大大的缓和。
当然，这些优点的先决条件是有现成的可用于管段制造的适宜工地。它必须满足一系列有关环境影响的条件。在如荷兰这类人口密集的国家里，要找到合适的工地很不容易，而且很显然，一旦选定一可用位置，可多次使用就相当引人。因此，隧道施工的总体规划是一个供讨论的普通主题。
两端的地下结构一座新隧道连结到原来既有的地下结构中去，往往实际上是取代一既有的跨越水域的设施，如轮渡或桥梁。它也可为一既有隧道或桥梁的补充设施。无论决定建造一新隧道的理由如何，它的位置将在很大程度上受到既有地下结构布置的制约，而且其施工设计也要满足现有交通运输只受最小程度干扰的要求。这就意味着设计人员在隧道位置方面很少有选择的机会，因而不得不根据这一既定位置的条件和要求来修改隧道设计。
这一情形主要影响连接隧道本身的引道部分。然而，因为引道由穿过含水地层的分段组成，就有可能要求用新的措施以控制引道建造基坑排水影响的范围。
引道沉埋隧道几乎总是位于沉积地带，在那里，隧道引道降到地下水位以下。在其完成时，它们是不透水的结构，周围的地下水不能渗入，存在的仅是单纯结构性质的环境影响。
然而在施工期间，环境问题则起着重要的作用。为了建造起结构物，必须开挖一施工基坑直至地下水位以下若干米的深处，传统施工方法要求在施工期中持续不断把水排干。除非采取进一步的措施，否则排水势必降低周围地区的水位，而且会导致一系列不希望的后果。沉陷将发生，周围楼房和建筑物的基础将受到影响，而且甚至深桩基础也将受到沉陷土体经磨擦传递至桩上的额外向下荷载。由于沉陷而堤坝高程下沉，而且农业地区的排水水位将会受到影响。
还有可能造成一种性质完全不同的环境问题：施工区域内的泥土可能被污染。在这种情况下，施工基坑的开挖就要求格外注意，而且如有可能，就要采用诸如将泥土与水混合后经管道水力输送的特别方法。还必须有一个经批准能容纳被污染泥土的地方。
必须采取若干措施以防止由于抽、排水而造成被污染泥土迅速分布到大面积地面上。
在技术上，总是可能消除这些各种各样的影响。然而，由于做起来极为复杂而且会花费大量资金和时间，因此，目前倾向于寻找尽最大可能在水下建造引道和隧道进口的方法。最理想的是，排空施工基坑中的水应该是一排干整个引道又完全不影响周围地下水位的单项作业。
明显的结论就是尽可能将施工基坑设计成最终产品的一部分。
引道边墙可设计成像有不透水芯墙的堤坝，其形式有泥浆墙、塑料板围幕或是常见的钢钣桩墙。对最后一种形式增加其挡土的功能，就可节省有价值的空间，而且可容易地达到在水下与不透水底板的连接。
底板可以用水下混凝土建成。这种方法已发展到能控制其高程和表面平整，以致达到在引道完全排干以后，只需要较少的修整工作。
另一种方法是采用不透水的塑料板材，加镇重安放于水下以盖住基坑底部和边坡。在荷兰，这种方法不仅用于隧道的引道，而且用于公络的凹槽段。
使用大面积的塑料板材，以泥土作镇重安放到水下，用在一主要公路交叉口起到了长期的良好效果，它表明此技术已经推广使用。不久，荷兰的隧道引道可能会向人们展示有茂盛的绿色边坡，从而取代了灰色的混凝土竖墙。
引道也可在别处预制并以浮运构件的形式安装。此种方法只需用疏浚船开挖沟
槽而完全不必排水。不过目前还没有能充分处理浮力作用和基础问题的适宜设计。
管段制造上述对地下水与引道开挖之间的关系的讨论大部分都可以同样的方式应用于制造管段临时场地的开挖。昂贵的解决办法给工程带来不合理的负担。而且，这个制造管段的场地必须多次被附近的开阔水域淹没并打开以使预制成的隧道管段运至船坞处以便为另一些管段让出地方。很少会有足够大的地方可供一次制造所有的管段。
总之，由于选择制造管段船坞的位置不像选择隧道引道的位置那样要严格地用功能要求来决定，故选择制造管段船坞的位置具有可以灵活的优点。因此，制造船坞也就可以允许使用传统的排水法，如果由于上面列出的理由认为不允许使用传统的排水法时，而船坞又不得不与周围地下水分隔开时，这种地方使用不透水塑料板法由于其费用低就具有明显的优点。
另一种不影响周围地下水位的排水方法是"抽水回灌法"此法乃将渗入基坑的水用泵排出，又用泵将这些水通过过滤井管回灌到水的来源区。只要渗透速度不是太大而且可保持大致是个常数，这个排、灌时闭路循环就可以保持。这个新的措施，现在正用在荷兰的一个扩大的引道施工坑，由于这个基坑又要作为制造管段的船坞故加以扩大。
基槽的建造沉埋隧道的构槽是用疏浚法开挖的。在本文中，我们只强调用疏浚法开挖基槽的要求能达到极高的精确度，而且这个要求将决定最适合这一工作设备的类型。鉴于严格的定位容差，最好采用锚定疏浚船或在定位桩上的疏浚设备。不过，由于它们不能自由移动，就可能成为船只航运的障碍。
假如在浚挖区域有水流或浪潮的影响，浚挖的基槽就会成为水流携带或沿河底推移的沉积物的积存处。如果基槽开挖后长期不放置管段，就会很快形成淤积。在上述情况下，基槽开挖和隧道管段安装两工序的相隔时间必须越短越好，因而对这两道工序的安排都需格外准确，可以采用一种专门的设备于安装管段之前清理基槽。在荷兰，这种操作目前已发展到用在东斯格尔迪特防风暴海浪堤坝的墩柱安装中达到很高精度。
疏浚搅起了河底沉积物，造成在一定时间一定区域的河水浑浊。最终这些成为悬浮的细颗粒物质会散开并重新逐渐沉淀下来。尽管这一过程对环境的影响有限，而且无害，但在一定范围内还是日益受到强烈的抨击。
如果要浚挖的泥土是已被污染的，事情就更为复杂化，因为在这种条件下，浚挖作业就会使污染扩散。现在浚挖技术已发展到通过使用一种专门的汲泥头来消除这一影响。采用从浮船上下悬帘幕将浚挖区域与周围完全隔开的方法也可减少污染扩散。
在这一方面的进一步发展目前大家都注意到，在荷兰大部分水道底部都含有被污染的沉积物已很明显，因而浚挖这些泥土必然要承担一些特别的环境要求。
当前，这些要求尚未统一形成，而是针对每一具体工程提出不同的要求。希望这种拖延关键技术发展的混乱局面能迅速得以解决。
根据污染的类型和程度，可将被污染泥土分为1～4类。对于浚挖泥土（包括浚挖过程中的工艺用水）的弃置都按分类受到严格的限制；尤其是3和4类泥土都必须与外界隔绝，而且在可能的情况下加以净化。
在鹿特丹地区，已建成了一座储放这些固体废物以及其它有害物质的中心堆集场。此外，第4类浚挖弃土被放在临时的较小的堆集点，待其被净化后再转放至别的隔离存放处。在没有这类设施的地方，就必须按浚挖工程建立这种堆放点。这一措施很明显需要做大量的工作。
管段的运输和安装疏浚工作和对航运的阻碍都是管段运输和安装带来的环境问题。要打开管段制船坞和加深船坞与安装点之间航道的浅水域就需要浚挖作业。前面有关浚挖的一些论述也适用这一情况。
安装工序中有一特殊的方面有可能涉及隧道基槽的最后清理。为了使清理和安装两工序间隔时间缩至最短，在管段安放到其最终位置底部回填砂之前已成功地采用了射水法清理隧道管段基底。用强力射水把要清除的最后一层沉积物冲成悬浮物，随后被水流带走。
在管段离开制造船坞，锚泊在临时码头和离开临时码头，浮运至安装点以及安装期间都有可能阻碍航运。只有最后一道工序才会造成航运在短期内临时完全中断或部分中断。
在这个方面，一座沉埋隧道穿过一条河流与穿过一条运河存在着差别。在后一种情况下，由于没有水流影响，就使得在沉放和安装用可更好地控制管段。这种控制上的有利，就允许沉埋管段隧道采用更长管段单元，但这必须有足够大的制造船坞。
所以在荷兰，以往绝大多数沉埋隧道的管段单元长度都在100～150m之间变化，在跨越阿姆斯特丹和海域间北海运河的赫姆隧道（Hemtunnel）工程中还用了长达268m的管段单元。使用较长的管段单元减少了安装作业的次数，从而也就减缓了对航运的阻碍。
对于沉埋管段隧道工程来说，妨碍航运似乎很适合定为一环境问题，但并不是一个重大问题。
回填这道工序包括用砂回填管段基底部，回填塞槽，以及必要时于管段顶部建造一冲刷防护层。
回填材料必须是未被污染的。作业船在隧道上面施工时将干扰航运。不过，通过用安装在隧道管段内的设备进行部分作业，就能减少这类麻烦，譬如经穿过隧道底部的孔口泵送砂、水混合物来回填等。这一系统已在荷兰成功地应用过。
运营和维修涉及隧道运营的主要环境问题是通风。
由于清洁隧道边墙和维修路面要阻碍车辆运行，它们必须在适宜的时间内快速进行。平整光滑的壁面以及良好的表涂层有助于清洁作业，从而也减少了限制车辆通过隧道的时间。
路面的建造必须做到能尽可能减少日后的维修。
Buried tunnel project on the environment
Abstract: a deeply buried tunnel far-reaching impact on the environment through the waterways with the sinking pipe related. Under the tunnel on the mainland in the region and the impact of surface water in the tunnel design and construction method of choice to play the most important role. In considering the impact of the recent construction of a problem is the need to trench excavation for the tunnel may appear to be contaminated soil. And transporting the excavated soil up to the specialized equipment in order to receive their storage place is a series of important new technologies and quality control measures for environmental problems. The most common is in any construction project will encounter environmental problems, namely, noise, dust and traffic congestion. In this paper, these issues and the current technology to address these issues and measures are discussed.
Key words: tunnel environment
Characteristics of a Buried deeply buried tunnel tunnel has two
fundamental characteristics: (1) It is part of an underground structure of the site, to ensure that heavy traffic conditions, construction, and does not mean that this area is full use of The. Therefore, the construction space is very valuable.
Will eventually be installed in the location of the river or canal bottom section of tunnel is very close in other areas to build manufacturing plants, ways, and this condition is unlikely in the field and reached the site. The advantages of planning and construction of pipe manufacture and the site will be ready to separate from the logistical advantages are obvious, there are extremely easy to implement effective quality control advantages.
Tunnel work site on the environmental impact is also considerably less than the construction of the tunnel fully all the circumstances at the scene; such as space requirements and construction of transport, these two issues is greatly easing.
Of course, a prerequisite for these benefits is a ready-made for pipe suitable site. It must meet the conditions for a series of environmental impact. In the Netherlands such as densely populated countries, to find a suitable site is not easy, but it is clear that once selected an available position, can be used repeatedly for quite a draw a crowd. Therefore, the overall plan for the tunnel construction is a common topic for discussion. Both ends of the structure of a new underground tunnel link to the original structure to the existing underground, often in fact across the waters to replace an existing facility, such as ferry or bridge. It can also be a complement existing facilities in tunnels or bridges. Whether the decision to build a new tunnel the reason, its location will be in large part by the constraints of existing underground structure layout, and its construction design must also meet the existing transport only by the requirements of minimal interference. This means that the location in the tunnel area designers rarely have a choice, and thus have the position according to the established conditions and requirements to
modify the tunnel design.
This situation mainly affects the approach roads connecting part of the tunnel itself. However, because the approach road through the water by the formation of sub-components, it may require new measures to control the approaches to the scope of the construction pit drainage impact. Buried Tunnel approach roads are almost always located in the deposition zone, where the tunnel approach road down to the groundwater level below. At its completion, they are impervious structure, the surrounding water can not penetrate, there's just the nature of the environmental impact of a simple structure.
However, during construction, environmental issues will play an important role. To build from the structures, construction of foundation must be excavated until the water table following a number of meters deep, the traditional construction method requires the construction period in the continuous draining of the water. Unless further measures, or drainage will definitely lower the water level in the surrounding area, and will lead to a series of undesirable consequences. Subsidence will occur, based on the surrounding buildings and structures will be affected, and even deep pile foundation soil settlement will also be passed by the friction down to the pile on the extra load. Subsidence and elevation of the dam sinking, and agricultural drainage water will be affected.
May also result in a completely different nature of environmental problems: the construction area may be contaminated soil. In this case, the construction of the excavation pit special attention to requirements and, if possible, should be used, such as soil mixed with water and water transport by pipeline, special methods. There must also be able to accommodate an approved place of contaminated soil.
Number of measures must be taken to prevent the pumping of contaminated water caused by the rapid distribution of the soil to a large area on the ground.
Technically speaking, is always possible to eliminate the impact of these kinds. However, it is extremely complex and do take a lot of money and time, therefore, tend to look at present the greatest extent possible
the construction of approach roads and tunnels in the water imported methods. Ideally, the empty pit in the construction of a drainage of water should be no impact on the approach roads and the surrounding groundwater single operation.
The obvious conclusion is that as far as possible the construction pit designed as part of the final product.
Approach a wall can be designed to image the wall of the dam impervious core in the form of a slurry wall, curtain or plastic sheet of steel sheet pile walls common. On the final form (steel sheet pile wall) (off panel through the use of heavy anchor piles and soil) to increase its retaining function, you can save valuable space and can be easily achieved in the water and impermeable floor connection.
Water under the concrete floor can be built. This approach has been developed to control the elevation and surface roughness, which completely drained to the approach road after finishing requires less work. Another method is the use of impermeable plastic sheet, add water to the town of emphasis placed on the bottom and cover the pit slope. In the Netherlands, this approach not only for the tunnel approaches, and the groove for the public network segment.
Use large plastic sheet, to the soil to the water for the town re-placed by a major highway intersection in the play a long-term good results, it shows that this technology has been widely used. Soon, the Netherlands, the tunnel approach roads may be to show a lush green slope, thereby replacing the gray concrete vertical wall.
Approach can also be prefabricated elsewhere and in the form of installation of floating structures. This method only with trench excavation and dredging vessels do not have to drain. But not yet able to adequately address basic problems of buoyancy and appropriate design. Buried tunnel project on the environment
Pipe manufacturing approaches to the excavation of underground water and the discussion of the relationship between the way the majority can be used to produce the same pipe excavation of the temporary venues. Expensive solution to bring an unreasonable burden to the project.
Moreover, the manufacture of pipe near the site have repeatedly flooded the open waters and open to the precast tunnel segments into the transportation to the dock at the other pipe section in order to make room. Rarely a large enough place for all of the pipe manufacturer.
In short, the choice of the location of manufacturing pipe dock not chosen as the location of the tunnel approach roads to be strictly determined by functional requirements, so choose the location of manufacturing pipe dock with the advantages of flexibility. Therefore, the manufacture of docks will be allowed to use the traditional water method, if the reasons listed above that do not allow the use of traditional water law, and the dock had to separate from the surrounding water, this places impermeable plastic plate because of its low cost to have obvious advantages.
Another does not affect the drainage around the water table is "pumping recharge Law" This law is the foundation of the water into the pump discharge and pump water through the filter of these tube wells to the water source recharge area. As long as the penetration rate is not too large and can be maintained roughly a constant, the row, when the closed-loop irrigation can be maintained. The new measures, now being expanded in the Netherlands approaches to the construction of a pit, but also because the foundation of the dock as the manufacture of pipe it to be expanded.
Construction of foundation trench trough structure deeply buried tunnel excavation method is dredging. In this paper, we only stress the importance of dredging requirements of foundation trench excavation method can achieve high accuracy, and this requires that the work will determine the most suitable type of device. Given the strict positioning tolerances, preferably dredging boat anchor or pile in positioning the dredging equipment. However, because they can not move freely, it could become an obstacle to shipping vessels.
If there is water in the dredging area, or the wave of the impact of dredging will become the base slot to carry water along the bottom or sediment accumulation over the place. If the foundation trench excavation
in place pipe for long periods, it will soon form a deposition. In these circumstances, the base section of tank excavation and tunnel installation of the interval between the two processes must be as short as possible, and thus the arrangement of the two procedure are to be particularly accurate, you can use a special device to clean the base before the installation of pipe slot. In the Netherlands, this operation has been developed to be used in the East (Eastern Scheldt) anti-dam pier storm waves reach a very high precision installation.
Dredging stir up the river sediments, resulting in a certain time a certain area of the water turbidity. Eventually become a suspended fine particles of these substances will spread out and gradually settle down again. Although this process had limited impact on the environment, and harmless, but in a certain range or the increasingly strong criticism. If you want to have dredged soil is contaminated, it is even more complicated, because in such conditions, the dredging operation will cause the spread of contamination. Dredging technology has now developed to the drain by using a special mud head to eliminate this effect. Under the floating boat by hanging curtains from the dredging area will be completely separated from the surrounding method may also reduce the spread of pollution.
Further development in this regard we have taken note of the current, most waterways in the Netherlands contain contaminated bottom sediments have been very clear, so dredging the mud is bound to take some special environmental requirements.
Currently, these requirements have not been unified to form, but made different for each specific project requirements. Hope that this delay
in the development of key technologies of the chaos can be quickly resolved. According to the type and extent of contamination, contaminated soil can be divided into 1 to 4 classes. For dredging mud (including dredging process water in the process) and disposal are subject to strict restrictions by category; particular, 3 and 4 the soil must be isolated, and in possible to be purified.
In the Rotterdam area, has built a store of these solid waste and other
hazardous substances the center of the dump site. In addition, Type 4 is placed in temporary dredging spoil heap smaller point, let it be purified and then transferred to another isolated place repository. Place in the absence of such facilities to be established by dredging this dump sites. This measure is a clear need to do a lot of work.
Transportation and installation of pipe work and dredging the shipping obstacles to transport and install pipe sections are brought about environmental problems. To open the pipe system and installation of marinas and docks to deepen the shallow waters between the points need to channel dredging operations. Some of the previous discussion about dredging also apply to this situation.
The installation procedures in a particular area may involve the end of the tunnel-based clean-up slot. To make clean-up and installation of the two processes reduce to a minimum interval of time, placed in the pipe to its final position before the bottom of the sand filling has been successfully used to shoot clean water law section of the base tunnel. With a powerful water jet to remove the last layer of the sediment washed into the suspension, followed by water flow away.
Left in the pipe manufacturing dock, anchored at the temporary terminal and leave the temporary pier, floating point and transported to the installation during installation are likely to hinder shipping. Only the last one caused by the shipping process will complete in the short term temporary interruption or partial interruption.
In this respect, a deeply buried tunnel across a river and there are differences across a canal. In the latter case, the absence of flow effects to make the sinking and installation of pipe can be better controlled. The advantage of this control to allow the use of more deeply buried sections of the tunnel tube pipe unit, but it must be large enough to create dock.
Therefore, in the Netherlands, in the past most deeply buried pipe unit length of the tunnel are varied between 100 ~ 150m, crossing the North Sea Canal between Amsterdam and the Trondheim area tunnel (Hemtunnel) project has also used the unit for up to 268m of pipe . Use a longer pipe
unit reduces the number of installation, which will slow down the barriers to shipping.
Buried pipe for the tunnel project, it seems to impede the shipping for the environment as a problem, but not a major problem.
This process includes filling with sand filling pipe at the base, back to the filling tank, and, if necessary in the pipe at the top of the construction of a scour protection layer.
Backfill material must be uncontaminated. Ship in the tunnel construction work will interfere with the above shipping. However, by using a pipe installed in the tunnel were part of the operation of equipment, we can reduce such problems, for example, through the tunnel at the bottom of the holes by pumping sand and water mixture to backfilling. This system has been successfully applied in the Netherlands.
Tunnel operation and maintenance operations involving major environmental issue is ventilation.
Cleaning and maintenance of the tunnel wall to obstruct the road vehicle operation, they must be in the appropriate period of time quickly. Smooth wall and good coating helps to clean the operating table, thus reducing the time limit traffic through the tunnel.
Road construction must be done to minimize future maintenance.
英语翻译论文开题报告 精编版 MQS system office room 【MQS16H-TTMS2A-MQSS8Q8-MQSH16898】
英语翻译论文开题报告 时间:2015-03- 12Bell.?Translation?and?Translating:?Theory?and?Practice.?Beijing:?Forei gn?Language?Teaching?and?Research?Press,?2006. 崔长青,?张碧竹.?翻译的要素[M].?苏州:?苏州大学出版社,?2007. 李琏.?英式显性词性转换与英语写作[J].?新疆教育学学 报,?2003,?19(1):?85-89. 李连生.?英汉互译中的词性转换[J].?武汉交通管理干部学院学 报,?1996,?(1):102-107. 项伙珍.?谈翻译中的转性译法[J].?长江职工大学学报,?2000,?17(3):?46-48. 叶海燕.?翻译中的词性转换及换形[J].?安徽工业大学学报(社会科学 版),?2005,?22(3):60-61. (责任编辑：1025) 三、对英文翻译中词类转换的引入 从语言的角度来分析，对一门语言中的词性以及在语句中的成分进行分析，?从转喻理论的相关知识出发，来探讨英汉语言翻译中词类转换的概念和知识，并就其异同和特性进行对比，不仅是当前国内外学者研究的重点问题，也是大学英语教学中始终关注的热点。?为?此?，从英文翻译的实践中，?通过例证或典型问题的互译，从语言结构及表达习惯上进行探讨英文翻译中的转换方法，以增强语言翻译的可读性和准确性，并从中探讨出词类转换的规律，帮助更多的学生从中获得有益的指
南京航空航天大学金城学院 毕业设计（论文）外文文献翻译 系部经济系 专业国际经济与贸易 学生姓名陈雅琼学号2011051115 指导教师邓晶职称副教授 2015年5月
Economic policy,tourism trade and productive diversification （Excerpt） Iza Lejárraga,Peter Walkenhorst The broad lesson that can be inferred from the analysis is that promoting tourism linkages with the productive capabilities of a host country is a multi-faceted approach influenced by a variety of country conditions.Among these,fixed or semi-fixed factors of production,such as land,labor,or capital,seem to have a relatively minor influence.Within the domain of natural endowments,only agricultural capital emerged as significant.This is a result that corresponds to expectations,given that foods and beverages are the primary source of demand in the tourism economy.Hence,investments in agricultural technology may foment linkages with the tourism market.It is also worth mentioning that for significant backward linkages to emerge with local agriculture,a larger scale of tourism may be important. According to the regression results,a strong tourism–agriculture nexus will not necessarily develop at a small scale of tourism demand. It appears that variables related to the entrepreneurial capital of the host economy are of notable explanatory significance.The human development index(HDI), which is used to measure a country's general level of development,is significantly and positively associated with tourism linkages.One plausible explanation for this is that international tourists,who often originate in high-income countries,may feel more comfortable and thus be inclined to consume more in a host country that has a life-style to which they can relate easily.Moreover,it is important to remember that the HDI also captures the relative achievements of countries in the level of health and education of the population.Therefore,a higher HDI reflects a healthier and more educated workforce,and thus,the quality of local entrepreneurship.Related to this point,it is important to underscore that the level of participation of women in the host economy also has a significantly positive effect on linkages.In sum, enhancing local entrepreneurial capital may expand the linkages between tourism and other sectors of the host country.
英文翻译说明 1. 英文翻译文章输成word，5号新罗马（New Times Roman）字体，1.5倍行间距，将来方便打印和一起装订；英文中的图表要重新画，禁止截图。 2. 整篇论文1.5倍行间距，打印时，用B5纸，版面上空2.5cm，下空2cm，左空2.5cm，右空2cm（左装订）。 3. 论文翻译后的摘要用五号宋体，正文小四号宋体、英文和数字用新罗马（New Times Roman）12、参考文献的内容用五号字体。图和表头用五号字体加粗并居中，图和表中的内容用五号字体。论文翻译的作者用五号字体加粗。 论文大标题………小三号黑体、加黑、居中 第二层次的题序和标题………小四号黑体、加黑、居中 第三层次的题序和标题………小四号宋体、加黑、居中 正文……………………………小四号宋体、英文用新罗马12 页码……………………………小五号居中，页码两边不加修饰符 4. 论文中参考文献严格按照下述排版。 专著格式：序号.编著者.书名[M].出版地: 出版社, 年代, 起止页码 期刊论文格式：序号.作者.论文名称[J]. 期刊名称, 年度, 卷(期): 起止页码 学位论文格式：序号.作者.学位论文名称[D]. 发表地: 学位授予单位, 年度 例子: (1).胡千庭, 邹银辉, 文光才等. 瓦斯含量法预测突出危险新技术[J]. 煤炭学报, 2007.32(3): 276-280. (2). 胡千庭. 煤与瓦斯突出的力学作用机理及应用研究[D]. 北京: 中国矿业大学(北京), 2007. (3). 程伟. 煤与瓦斯突出危险性预测及防治技术[M]. 徐州: 中国矿业大学出版社, 2003.
a common way to construct steel truss and prestressed concrete cantilever spans is to counterbalance each cantilever arm with another cantilever arm projecting the opposite direction,forming a balanced cantilever. they attach to a solid foundation ,the counterbalancing arms are called anchor arms /thus,in a bridge built on two foundation piers,there are four cantilever arms ,two which span the obstacle,and two anchor arms which extend away from the obstacle,because of the need for more strength at the balanced cantilever's supports ,the bridge superstructure often takes the form of towers above the foundation piers .the commodore barry bridge is an example of this type of cantilever bridge 一种常见的方法构造钢桁架和预应力混凝土悬臂跨度是每一个悬臂抗衡预测相反的方向臂悬臂，形成一个平衡的悬臂。他们重视了坚实的基础，制约武器被称为锚武器/因此，在两个基础上建一座桥桥墩，有四个悬臂式武器，这两者之间跨越的障碍，和两个锚武器哪个延长距离的障碍，因为为更多的在平衡悬臂的支持力量的需要，桥梁上部结构往往表现为塔墩基础之上形成的准将巴里大桥是这种类型的例子悬臂桥 steel truss cantilever support loads by tension of the upper members and compression of the lower ones .commonly ,the structure distributes teh tension via teh anchor arms to the outermost supports ,while the compression is carried to the foundation beneath teh central towers .many truss cantilever bridges use pinned joints and are therefore statically determinate with no members carrying mixed loads 钢桁架悬臂由上层成员和下层的紧张压缩支持负载。通常，结构分布通过锚武器的最外层的支持紧张，而压缩抬到下方的中央塔的基础。桁架悬臂许多桥梁使用固定的关节，是静定，没有携带混合负载的成员，因此 prestressed concrete balanced cantilever bridges are often built using segmental construction .some steel arch bridges are built using pure cantilever spans from each sides,with neither falsework below nor temporary supporting towers and cables above ,these are then joined with a pin,usually after forcing the union point apart ,and when jacks are removed and the bridge decking is added the bridge becomes a truss arch bridge .such unsupported construction is only possible where appropriate rock is available to support the tension in teh upper chord of the span during construction ,usually limiting this method to the spanning of narrow canyons 预应力混凝土平衡悬臂桥梁往往建立使用段施工。一些钢拱桥是使用各方面的纯悬臂跨度既无假工作下面也临时支撑塔和电缆上面，这些都是再加入了一根针，通常在迫使工会点外，当插孔删除，并添加桥梁甲板桥成为桁架拱桥，这种不支持的建设，才可能在适当情况下的岩石可用于支持在施工期间的跨度弦上的张力，通常限制这狭隘的峡谷跨越方法 an arch bridge is a bridge with abutments at each end shaped as a curved arch .arch bridges work by transferring the weight of the bridge and its loads partially into a horizontal thrust restrained by the abutments at either side .a viaduct may be made from a series of arches ,although other more economical structures are typically used today 在拱桥桥台的桥梁，是一个在一个弧形拱状，每年年底。拱桥通过转移到由部分在两边的桥台水平推
农村社会养老保险的现状、问题与对策研究社会保障对国家安定和经济发展具有重要作用，“城乡二元经济”现象日益凸现，农村社会保障问题客观上成为社会保障体系中极为重要的部分。建立和完善农村社会保障制度关系到农村乃至整个社会的经济发展，并且对我国和谐社会的构建至关重要。我国农村社会保障制度尚不完善，因此有必要加强对农村独立社会保障制度的构建，尤其对农村养老制度的改革，建立健全我国社会保障体系。从户籍制度上看，我国居民养老问题可分为城市居民养老和农村居民养老两部分。对于城市居民我国政府已有比较充足的政策与资金投人，使他们在物质和精神方面都能得到较好地照顾，基本实现了社会化养老。而农村居民的养老问题却日益突出，成为摆在我国政府面前的一个紧迫而又棘手的问题。 一、我国农村社会养老保险的现状 关于农村养老，许多地区还没有建立农村社会养老体系，已建立的地区也存在很多缺陷，运行中出现了很多问题，所以完善农村社会养老保险体系的必要性与紧迫性日益体现出来。 （一）人口老龄化加快 随着城市化步伐的加快和农村劳动力的输出，越来越多的农村青壮年人口进入城市，年龄结构出现“两头大，中间小”的局面。中国农村进入老龄社会的步伐日渐加快。第五次人口普查显示：中国65岁以上的人中农村为5938万，占老龄总人口的67.4%.在这种严峻的现实面前，农村社会养老保险的徘徊显得极其不协调。 （二）农村社会养老保险覆盖面太小 中国拥有世界上数量最多的老年人口，且大多在农村。据统计，未纳入社会保障的农村人口还很多，截止2000年底，全国7400多万农村居民参加了保险，占全部农村居民的11.18%，占成年农村居民的11.59%.另外，据国家统计局统计，我国进城务工者已从改革开放之初的不到200万人增加到2003年的1.14亿人。而基本方案中没有体现出对留在农村的农民和进城务工的农民给予区别对待。进城务工的农民既没被纳入到农村养老保险体系中，也没被纳入到城市养老保险体系中，处于法律保护的空白地带。所以很有必要考虑这个特殊群体的养老保险问题。
Inventory management Inventory Control On the so-called "inventory control", many people will interpret it as a "storage management", which is actually a big distortion. The traditional narrow view, mainly for warehouse inventory control of materials for inventory, data processing, storage, distribution, etc., through the implementation of anti-corrosion, temperature and humidity control means, to make the custody of the physical inventory to maintain optimum purposes. This is just a form of inventory control, or can be defined as the physical inventory control. How, then, from a broad perspective to understand inventory control? Inventory control should be related to the company's financial and operational objectives, in particular operating cash flow by optimizing the entire demand and supply chain management processes (DSCM), a reasonable set of ERP control strategy, and supported by appropriate information processing tools, tools to achieved in ensuring the timely delivery of the premise, as far as possible to reduce inventory levels, reducing inventory and obsolescence, the risk of devaluation. In this sense, the physical inventory control to achieve financial goals is just a means to control the entire inventory or just a necessary part; from the perspective of organizational functions, physical inventory control, warehouse management is mainly the responsibility of The broad inventory control is the demand and supply chain management, and the whole company's responsibility. Why until now many people's understanding of inventory control, limited physical inventory control? The following two reasons can not be ignored: First, our enterprises do not attach importance to inventory control. Especially those who benefit relatively good business, as long as there is money on the few people to consider the problem of inventory turnover. Inventory control is simply interpreted as warehouse management, unless the time to spend money, it may have been to see the inventory problem, and see the results are often very simple procurement to buy more, or did not do warehouse departments . Second, ERP misleading. Invoicing software is simple audacity to call it ERP, companies on their so-called ERP can reduce the number of inventory, inventory control, seems to rely on their small software can get. Even as SAP, BAAN ERP world, the field of
汲水门大桥有限元模型的分析 By Q. W. Zhang, T. Y. P. Chang,and C. C. Chang 摘要：本文提出的有限元模型修正的汲水门大桥的实施，是位于香港的430米主跨双层斜拉桥。通过三维有限元预测和现场振动测试，对该桥的动力特性进行了研究，。在本文中，建立的有限元模型的更新，是基于实测的动态特性。一个全面的灵敏度研究证明各种结构参数（包括连接和边界条件）的影响是在其所关注的模式进行，根据一组的结构参数，然后选择调整。有限元模型的更新在一个迭代的方式以减少之间的预测和测量频率的差异。最后更新的有限元模型，使汲水门大桥能在良好的协议与所测量的固有频率状态，并可以进行更精确的动态响应预测。 简介： 汲水门大桥（图1），位于大屿山及香港湾岛之间，是世界上最长的斜拉桥，是公路交通和铁路交通两用桥梁。为确保其结构的完整性和操作安全性，桥梁已经配备了一个相当复杂的监测系统，包括仪器参数如加速度传感器，位移传感器，液位传感器，温度传感器，应变计，风速仪（Lau and Wong 1997）。由Chang 等人通过有限元预测和现场振动测量对该桥的动力特性进行了研究（2001）。三维有限元（FE）模型，它是基于非线性弹性梁元件构建的塔和甲板上的桁架单元，电缆，和弹性或刚性连接的连接和边界约束[图1（d）]。桥面，包括钢/混凝土框架结构在大跨度和梯形箱梁的中心部分的剩余部分，是使用一个单一的脊柱通过剪切中心桥面的。由于截面的非整体性，通过一个虚拟的等效单片材料来表示复合甲板。这是通过等效的整体桥面的质量和刚度性能检核的复合甲板了。由Chang证明（1998），对截面模量的计算细节可以通过改变报告发现。电缆，另一方面，使用的是线性弹性桁架单元模拟。非线性效应由于电缆张力和下垂的电缆进行线性化，采用弹性刚度等效模量的概念考虑。有限元模型包括464个梁单元，176个桁架单元，和615个节点，总共有1536个自由度。 一般的有限元建模，给出了该桥的物理和模态特性进行详细的描述，而现场振动测试则是作为（理想化的）有限元模型评估基础信息的重要来源。有限元计算结果与现场振动试验表明在自然频率合理的相关性和桥的振型。然而，在预测
译文 学院：土建学院专业：土木工程学号：064&&&&&&&姓名：&&&&&& 指导教师： &&&&&&教授
江苏科技大学 2010年 03 月 28 日 均布荷载作用下挡土墙上的土压力 G. I. Shvetsov UDC 624.131.531.2 在前一篇文章中，我们确定了在只考虑填土自重的试验条件下，作用在挡土墙上的压力。这篇文章是第一篇文章的延续，致力于探索填土在外界均布荷载作用下，在挡土墙上产生的荷载问题，当在使用到先前得到的岩土平衡微分方程时，我们仅仅只改变边界条件，因为在这种情况下我们使用了与初始解决方案相同的原理。我们只提取那些与附加土压力有关的新成果，以及仅定义那些第一次出现的新符号。 在设计中，我们通常把作用在挡土墙上的土压力看作是呈三角形分布的，应力也被假设为是沿着墙体均匀连续分布的，但是实验结果并没有证实这一理论，试验表明表面
的附加应力随墙的高度变化并不均匀，而是从回填土顶部的最大值开始一直减小到其底部的最小值。因而，在M.C.瓦尔跟实验图的纵坐标的最大值超出理论计算值近两倍，最小值达到理论计算值的0.65倍，因为土压力的增加主要是在墙的上部，由此所得出的作用点比计算所得出的要高很多。 F.M.shikhiev 的理论里包含了关于挡土墙均布荷载作用下的二维应力折减问题，但是， 附加应力的分布对挡土墙受超荷载作用的效果问题的影响，并没有经过合适的理论研究。 虽然，不同研究人员所做的无数次试验已经确定，侧壁的扭曲效应更大，随着表面的粗糙程度而变大，随挡土墙的宽度和高度之比。在这篇文章里，我们将尽可能的填补这方面的空白。 在边界条件0q 0,y x ==的基础上，我们可以确定试验中作用在有侧向限制的填土上没有超荷的垂直应力。如果一个外附加应力作用在楔块表面上的强度为x σ，则在这种情况下，我们可以从已知条件得出，当y=0时，x q = x σ，既可以得出方程 ()()1 1 1/2/k x x w w h y h A q f m h A λσξ+-=+ （1） 其中 ，荷载分配的不均匀系数A 1和土的深度有关： ()() 111/1/k k A y h y h -= --- （2） 方程一是通用的，因为对于任意一种荷载分布x σ它都可以计算出任意土层中某一点的应力，因此便足以表明应力在X 轴方向的分布规律。当0=x σ时，方程便简化成相应的没有附加应力的形式，并且，当0=w f 而且0>x σ时，它反映了在考虑了附加应力条件时的二维问题，即： 11k x x h y q A h γσ?? =+- ??? （3） 满布在滑动楔上的均布荷载对我们已经知道的设计系数k ，n,和ξw 的值并没有影响，所以，计算作用在挡土墙上的正应力，切应力和总应力的表达式如下：
土木工程专业英语原文 及翻译 文档编制序号：[KKIDT-LLE0828-LLETD298-POI08]
08 级土木(1) 班课程考试试卷 考试科目专业英语 考试时间 学生姓名 所在院系土木学院 任课教师 徐州工程学院印制 Stability of Slopes Introduction Translational slips tend to occur where the adjacent stratum is at a relatively shallow depth below the surface of the slope:the failure surface tends to be plane and roughly parallel to the slips usually occur where the adjacent stratum is at greater depth，the failure surface consisting of curved and plane sections． In practice, limiting equilibrium methods are used in the analysis of slope stability. It is considered that failure is on the point of occurring along an assumed or a known failure surface．The shear strength required to maintain a condition of limiting equilibrium is compared with the available shear strength of the soil，giving the average factor of safety along the failure surface．The problem is considered in two dimensions，conditions of plane strain being assumed．It has been shown that a two-dimensional analysis gives a conservative result for a failure on a three-dimensional(dish-shaped) surface． Analysis for the Case of φu =0 This analysis, in terms of total stress，covers the case of a fully saturated clay under undrained conditions, . For the condition immediately after construction．Only moment equilibrium is considered in the analysis．In section, the potential failure surface is assumed to be a circular arc. A trial failure surface(centre O，radius r and length L a where F is the factor of safety with respect to shear strength．Equating moments about O：
毕业设计（论文） 英文文献翻译 电力系统 电力系统介绍 随着电力工业的增长，与用于生成和处理当今大规模电能消费的电力生产、传输、分配系统相关的经济、工程问题也随之增多。这些系统构成了一个完整的电力系统。 应该着重提到的是生成电能的工业，它与众不同之处在于其产品应按顾客要求即需即用。生成电的能源以煤、石油，或水库和湖泊中水的形式储存起来，以备将来所有需。但这并不会降低用户对发电机容量的需求。 显然，对电力系统而言服务的连续性至关重要。没有哪种服务能完全避免可能出现的失误，而系统的成本明显依赖于其稳定性。因此，必须在稳定性与成本之间找到平衡点，而最终的选择应是负载大小、特点、可能出现中断的原因、用户要求等的综合体现。然而，网络可靠性的增加是通过应用一定数量的生成单元和在发电站港湾各分区间以及在国内、国际电网传输线路中使用自动断路器得以实现的。事实上大型系统包括众多的发电站和由高容量传输线路连接的负载。这样，在不中断总体服务的前提下可以停止单个发电单元或一套输电线路的运作。
当今生成和传输电力最普遍的系统是三相系统。相对于其他交流系统而言，它具有简便、节能的优点。尤其是在特定导体间电压、传输功率、传输距离和线耗的情况下，三相系统所需铜或铝仅为单相系统的75%。三相系统另一个重要优点是三相电机比单相电机效率更高。大规模电力生产的能源有： 1.从常规燃料（煤、石油或天然气）、城市废料燃烧或核燃料应用中得到的 蒸汽； 2.水； 3.石油中的柴油动力。 其他可能的能源有太阳能、风能、潮汐能等，但没有一种超越了试点发电站阶段。 在大型蒸汽发电站中，蒸汽中的热能通过涡轮轮转换为功。涡轮必须包括安装在轴承上并封闭于汽缸中的轴或转子。转子由汽缸四周喷嘴喷射出的蒸汽流带动而平衡地转动。蒸汽流撞击轴上的叶片。中央电站采用冷凝涡轮，即蒸汽在离开涡轮后会通过一冷凝器。冷凝器通过其导管中大量冷水的循环来达到冷凝的效果，从而提高蒸汽的膨胀率、后继效率及涡轮的输出功率。而涡轮则直接与大型发电机相连。 涡轮中的蒸汽具有能动性。蒸汽进入涡轮时压力较高、体积较小，而离开时却压力较低、体积较大。 蒸汽是由锅炉中的热水生成的。普通的锅炉有燃烧燃料的炉膛燃烧时产生的热被传导至金属炉壁来生成与炉体内压力相等的蒸汽。在核电站中，蒸汽的生成是在反应堆的帮助下完成的。反应堆中受控制的铀或盥的裂变可提供使水激化所必需的热量，即反应堆代替了常规电站的蒸汽机。 水电站是利用蕴藏在消遣的能来发电的。为了将这种能转换为功，我们使用了水轮机。现代水轮机可分为两类：脉冲式和压力式（又称反应式）。前者用于重要设备，佩尔顿轮是唯一的类型；对于后者而言，弗朗西斯涡轮或其改进型被广泛采用。 在脉冲式涡轮中，整个水头在到达叶轮前都被转化为动能，因为水是通过喷嘴提供给叶轮的；而在压力式或反应式涡轮中，水通过其四周一系列引导叶版先直接导入叶片再提供给叶轮（或转子）。离开引导叶片的水有压力，并且以一部分动能、一部分压力的形式来提供能量。 对于低于10,000千伏安的发电站而言柴油机是出色的原动机。其优点是燃料成本低、预热时间短以及标准损耗低。此外，其所需冷却水量极少。柴油发电通常选择用于满足少量电力需求，如市政当局、宾馆及工厂等；医院通常备有独立的柴油发电机，以备紧急情况时使用。 通过电线来传输电能是电力系统中的一个重大问题。而从下面研修目的目的架设输电线路又是必要的： 1.将电力从水电站输送到可能很远的负载中心； 2.从蒸汽站到相对较近负载中心电力的批量供应； 3.出于内部连接目的将电能在紧急情况下从一系统转换至另一系统。 传输电压主要由经济因素决定。实际上，当距离、功率、功耗固定时，输电线路中导体的重量与传输电压成反比。因此，出于经济方面的考虑，长距离传输时电压一定要高。当然，电压超高绝缘成本也就超高，要找到最佳电压必须通过减小导体横截面积来取得绝缘成本与经济节省之间的平衡。 高压传输通常使用配以悬挂式绝缘设备的高架结构。称为路标铁塔用于负载
大学毕业论文英文翻译 中文译文 计算机网络 每个一个世纪都有一种主导地位的技术。18世纪伴随着工业革命的到来的是大型机械系统的时代；19世纪是蒸汽机的时代，而20世纪的发展历程中，关键的技术是信息收集、处理和分发。在其他的发展方面，我们还可以看到：遍布全球的电话网络的建立起来了，无线电广播和电视的出现了，计算机工业诞生了，并且以超乎想象的速度在成长；另外通信卫星也发射上天了。 技术的快速发展的一个直接结果是，这些领域正在快速地融合，信息收集、传输、存储和处理之间的差别正在迅速地消失。对于具有数百个办公室的大型组织来说，尽管这些办公室分布在广阔的地理区域中，但未来期望的情景是，工作人员只要单击一下按钮，就可以查看最远处分部的状态。随着信息收集、处理和分发能力的不断提高，我们对于更加复杂的信息处理技术的需求也增长得更快。 与其他的工业(比如汽车和航空运输业)相比，计算机工业还是非常年轻，尽管如此，计算机技术却在很短的时间内有了惊人的进展。在计算机诞生之初的20年间，计算机系统是高度集中化的，通常位于一个很大的房间中。该房间通常配有玻璃墙，参观的人透过玻璃墙可以欣赏到里边伟大的电子奇迹。中等规模的公司或者大学可能会有一台或者两台计算机，而大型的研究机构最多也就几十台计算机。要在20年内生产出大量同样功能但是体积比邮票还小的计算机，在当时的人们看来纯属科学幻想。 计算机和通信的结合对于计算机系统的组织方式产生了深远的影响。把一台大型的计算机放在一个单独的房间中，然后用户带着他们的处理任务去房间里上机，这种"计算机中心"的概念现在已经完全过时了。由一台计算机来处理整个组织中所有的计算需求，这种老式的模型已经被新的模型所取代，在新的模型下，由大量独立的，但相互连接起来的计算机来共同完成计算任务。这些系统称为计算机网络(computer networks)。如何设计这些网络，并且将这些网络组织起来，这就是本书的主题。 在本书中，我们将使用术语"计算机网络"来表示通过同一种技术相互连接起来的一组自主计算机的集合。如果两台计算机能够交换信息，则称
土木工程专业英语课文原 文及对照翻译 Newly compiled on November 23, 2020
Civil Engineering Civil engineering, the oldest of the engineering specialties, is 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-launching facilities. 土木工程学作为最老的工程技术学科，是指规划，设计，施工及对建筑环境的管理。此处的环境包括建筑符合科学规范的所有结构，从灌溉和排水系统到火箭发射设施。 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, railroads, 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. 土木工程师建造道路，桥梁，管道，大坝，海港，发电厂，给排水系统，医院，学校，公共交通和其他现代社会和大量人口集中地区的基础公共设施。他们也建造私有设施，比如飞机场，铁路，管线，摩天大楼，以及其他设计用作工业，商业和住宅途径的大型结构。此外，土木工程师还规划设计及建造完整的城市和乡镇，并且最近一直在规划设计容纳设施齐全的社区的空间平台。 The word civil derives from the Latin for citizen. In 1782, Englishman 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 土木一词来源于拉丁文词“公民”。在1782年，英国人John Smeaton为了把他的非军事工程工作区别于当时占优势地位的军事工程师的工作而采用的名词。自从那时起，土木工程学被用于提及从事公共设施建设的工程师，尽管其包含的领域更为广阔。 Scope. Because it is so broad, civil engineering is subdivided into a number of technical specialties. Depending on the type of project, the skills of many kinds of civil engineer specialists 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
An Analysis of Cooperative Principles and Humorous Effects in Friend s 合作原则的分析和在朋友的幽默效应 Humor is a very intriguing and fascinating phenomenon of human society, which is multidimensional, complex and all pervasive. Therefore, many scholars and experts at all times and in all over the world have done profound research on humor. 幽默是人类社会的一个非常有趣和引人入胜的现象，这是多方面的，复杂和无孔不入的。所以，在任何时候，在世界各地的许多学者和专家总是对幽默进行深入的研究。 The significant functions of humor have aroused the interest of many scholars. About 2,000 years ago, people began the research on humor. However, the study of humor is not a simple task for the reason that it is an interdisciplinary science drawing upon a wide range of academic disciplines including biology, psychology, sociology, philosophy, geography, history, linguistics, literature, education, family science, and film studies and so on. Moreover, there are different reasons and purposes for humor. One may wish to be sociable, cope better, seem clever, solve problems, make a critical point, enhance therapy, or express something one could not otherwise express by means of humor. 显著幽默的功能已引起许多学者的兴趣。大约在2000年前，人们对幽默开始研究，然而，这项幽默的研究不是一个简单的任务，理由是它是一个跨学科的科学绘图在各种各样的学科，包括生物学、心理学、社会学、哲学、地理、历史、语言、文学、教育、家庭科学和电影研究等。此外，幽默有不同的原因和目的，人们可能希望有点大男子主义，随机应变，似乎是聪明，解决问题，使一个临界点，加强治疗，或表达的东西不能以其他方式表达幽默的方式。 Within the 20th century, linguistics has developed greatly in almost every area of the discipline from sounds, words and sentences to meaning and texts. Meanwhile, linguistic studies on humor have also extended considerably to social, cultural, and pragmatic concerns. One of the most noticeable achievements in linguistics over the