复杂地基的英文

• complex foundation

• "复杂"英文翻译    complex; complicated
• "地基"英文翻译    ground
• "复杂地" 英文翻译 :    complicated; intricately; sophisticatedly
• "复杂地层" 英文翻译 :    bad ground; complex formation, troublesome region ,trick formation; complex formation， troublesome region ，trick formation
• "复杂地带" 英文翻译 :    complicated zone
• "复杂地形带" 英文翻译 :    complex terrain
• "复杂地形地带" 英文翻译 :    complex terrion
• "复杂地质条件" 英文翻译 :    complex geology
• "搀杂地" 英文翻译 :    sophisticatedly
• "嘈杂地" 英文翻译 :    con strepito
• "地基" 英文翻译 :    1.(土层) ground 这房子地基牢固。 this house stands on firm ground.2.[建筑] (基础) foundation; base 建造房屋地基 build the foundation of a house; 打地基 lay the foundation; 建筑工人浇注了坚实的水泥地基。 the builders poured a solid foundation of cement.3.(路基) subgrade
• "复杂" 英文翻译 :    complicated; complex; sophisticated; intricate 复杂的心情 mixing feelings; 情况复杂。 the situation is complicated. 故事情节复杂。 the story is very complicated. 下棋的走法不但多种多样, 而且错综复杂。 the moves in chess are not only manifold, but involute. 形势显得极为复杂。 the situation presents great complexity
• "混杂地形" 英文翻译 :    chaotic terrain
• "混杂地质体" 英文翻译 :    chaotic geological body
• "良莠掺杂地" 英文翻译 :    thread and thrum
• "打地基" 英文翻译 :    to lay the foundations
• "地基层" 英文翻译 :    foundation strata
• "地基梁" 英文翻译 :    footing beam; foundation beam
• "地基图" 英文翻译 :    foundation drawing
• "地基土" 英文翻译 :    foundation soil; subsoil
• "亚地基" 英文翻译 :    attiki
• "复杂, 复杂性, 复杂的事物" 英文翻译 :    complexity
• "路基；地基；修筑地基" 英文翻译 :    subgrade
• "变复杂" 英文翻译 :    complicate
• "超复杂" 英文翻译 :    avril lavigne - complicated; complicated

• The application of the temped and enlarged pile without pile shoe in complex geology condition
  无桩靴夯扩桩在复杂地基中的应用
• Safety evaluation is an important and complex research subject for high arch dam on complex foundations currently
  对于复杂地基上高拱坝的安全度评价至今还是一个很复杂而有待研究的问题。
• Considered the complexity of geological structure , how to study the interaction of intake tower and slope is important both in theoretical research and engineering
  如何研究在复杂地基条件下进水塔与边坡的相互作用具有重要的理论意义和工程应用价值。
• They are inconsistent , since the two types of failure usually effect each other , it is proposed that an arch dam should be appraised according to its whole working capacity
  本文建议在评价复杂地基上拱坝安全度时应以拱坝?地基系统为研究对象，以拱坝?地基系统整体工作能力作为评价依据。
• As for high arch dams building on complex foundation , it is necessary to evaluate stability not only by 3d nonlinear finite element method but also by geomechanical model test method
  对于复杂地基上建设高拱坝，应同时利用地质力学模型试验方法和三维非线性有限元方法进行研究，并相互验证。
• Along with the westward exploitation putting into practice , many high arch dams will be built in the southwest of china where water resources are rich . more and more arch dams are building on complex foundations
  随着我国西部大开发的实施，在水力资源丰富的西南地区我国将修建一大批高拱坝，在复杂地基上建坝已不鲜见。
• Moreover , based on routine research method on abutment stability , non - linear finite element shear strengthes reducing by step iteration method is put forward in this paper , which is also applied in the analysis of abutment stability of tengzigou arch dam successfully
  在此基础上，介绍了非线性有限元强度折减迭代解法，探讨了复杂地基上拱坝整体稳定安全度的评价方法，并应用于藤子沟拱坝稳定安全度评价。
• Moreover , there are drawbacks like difficulties in stimulation , complexity of calculation and heavy work in all these models because of many other factors . for example , the complexity of the dam structure , difficulties in measuring the physical and mechanical parameters of building materials and subgrade soil , stimulating the geologic structure of subgrade , predicting effects of loads , construction and environment on the dam and so on
  此外，由于大坝结构复杂，建筑材料和地基岩土的物理力学指标难以测定，复杂地基的地质构造还很难模拟，荷载、施工及环境因素对水工建筑物的影响还很难准确预测，应用各种模型都存在着模拟困难、计算复杂、工作量大等不足。
• The effect of complex groundsill and dam body ' s construction process can be considered conveniently when finite element method is used to analyze dam body ' s stress . but there is no design criterion correspondingly because of the stress concentration that is caused by load at dam heel and dam toe under elastic state . furthermore , its value is easily affected by mesh size
  有限元法分析拱坝坝体应力可以较方便地考虑复杂地基条件和坝体施工过程的影响，但是由于弹性状态下拱坝坝踵、坝趾处受荷载后的应力集中现象，而且其数值受网格尺寸影响较大，因此至今无与之相应的设计准则。
• The power station is diversion type power station of low gate dam with a normal storage level of 1268 . 0 m , a highest gate dam level of 31 meters and a reservoir capacity of 2 , 974 , 000 cubic meters , the length of diversion tunnel of which is 19 . 57 kilometers , installed capacity is 360mw futang power station is constructed on the basis of deep and thick overburden , the foundation of which mainly consist of five overburdens which , in general , belong to multiple , complex foundation
  福堂水电站位于四川省阿坝藏族羌族自治州汶川县境内的岷江河段上，电站为低闸引水式开发。正常蓄水位1268 . 0m ，最大闸高31m ，库容297 . 4万m ~ 3 ，引水隧洞长19 . 57km ，装机360mw 。福堂水电站闸坝建于深厚覆盖层基础上，基础主要存在五大覆盖层，总体属于多层复杂地基。