塌滑的英文

• slumping

• "塌"英文翻译    collapse; fall down; cave in
• "滑"英文翻译    slippery; smooth
• "边坡塌滑区" 英文翻译 :    lalldslipe zone of sl
• "山坡塌滑" 英文翻译 :    open hillslope landslide
• "塌滑构造" 英文翻译 :    slump structure
• "塌方窒息" 英文翻译 :    suffocation by cave-in
• "塌毁；毁坏；故障；损坏" 英文翻译 :    failure
• "塌方落石报警器" 英文翻译 :    land slide warning device
• "塌积层" 英文翻译 :    colluvium
• "塌方紧急停车信号" 英文翻译 :    washout
• "塌积沉积" 英文翻译 :    colluvial deposit; colluvialdeposit; colluvium
• "塌方处理" 英文翻译 :    collapse treatment
• "塌积的" 英文翻译 :    colluvial
• "塌方；山崩；地崩" 英文翻译 :    landslide

• There are seven accumulated bodies at the dam site of shoufengying hydroelectric station on wujiang river of which the origins are collapsing , creeping , cracking , crumbling , sliding and the intermixing of them
  摘要乌江索风营水电站坝址区分布有7个堆积体，其成因有崩塌堆积、蠕变拉裂崩解堆积、塌滑堆积及混和堆积等。
• So the collapse of 2 ~ ( # ) landslide body will affect failure - free operation of the power plant . because of the serious consequences caused by slope failure , the study of safety factor against sliding and reinforcing structure ' s design and analytic method is concerned by lots of engineers
  由于边坡失稳可能会引起严重后果，所以塌滑体抗滑稳定安全度和加固结构设计及分析方法的研究是国内外工程界十分关心的研究课题。
• Hongjiadu hydraulic power plant is the only leading water storage reservoir of wujiang cascade hydraulic stations , which is a full - time storage reservoir . 2 * landslide body is distributed at the right side of downstream , which is just located in the region of energy dissipation . erosion gully may cut the bottom of the landslide body . there are roads on the top of the landslide body during the construction period and operating period
  洪家渡水电站是乌江梯级水电站中唯一具有多年调节性能的“龙头”水库， 2 #塌滑体分布于坝址下游右岸，恰好位于泄洪消能防冲区内，冲坑将塌滑体下部切脚，而且施工期和运行期在其上都布置有公路，因此2 #塌滑体失稳将影响整个水电站的正常运行。
• On the basis of these conclusions , the stability of natural 2 # landslide body of hongjiadu hydraulic power plant is analyzed with this finite element iteration method and the uniform value off on the sliding surface of the landslide body is inversed . meanwhile , the stability of scaled 2 # landslide body of hongjiadu hydraulic power plant is analyzed and downslide force of scaled 2 # landslide body and normal stress and shear stress on the sliding surface are obtained . in addition , the results provide a reference for reinforcing structure ' s layout
  在此基础上，文中用该方法对天然状态的洪家渡水电站2 #塌滑体进行了稳定分析，反演了塌滑体滑动面上均化的f值，对部分削坡后的洪家渡水电站2 #塌滑体进行了稳定分析，获得了部分削坡后塌滑体的下滑力和滑动面上的正、剪应力分布，为加固结构布置提供了依据。
• At present , limit equilibrium method is one of the conventional slope stability analysis methods . it ca n ' t consider nonuniformity of mechanical characteristic of landslide body and its rock bed and the effect of stress distribution on the gilding surfaces , since the rigid body assumption is adopted in this method . furthermore , this method ca n ' t accurately consider inactive forces between slices
  目前常用的边坡稳定分析方法中的极限平衡法由于采用了刚体假定，无法考虑塌滑体及其基岩力学特性的不均匀性和滑动面上应力分布的影响，此外还不能准确考虑条块间的作用力，而另一种常用的边坡稳定分析方法? ?常规有限元分析方法，当滑动面全部处于屈服状态或边坡的实际抗滑稳定安全系数小于1时无法求解。
• The results demonstrate that the method mentioned in this paper is correct , reliable and rational . on the basis of the conclusions , the reinforcing structure ' s internal forces of 2 landslide body of hongjiadu hydraulic power plant are analyzed with this method and the service behavior of the joint structures of anchor caverns and piles in the 2 # landslide body is studied . at the same time , the
  在此基础上，文中用该方法对洪家渡水电站2 #塌滑体的加固结构进行了内力分析，研究了洞桩联合结构在洪家渡水电站2 #塌滑体加固中的工作性态，计算了每个抗滑桩和锚固洞桩承受的下滑力，为实际工程加固设计提供了合理、可靠的依据。
• In this paper , based on some previous scholars " excellent study fruits , the finite element iteration method for stability safety factor of landslide body against sliding is presented , when using this method , the thin layer element is used to simulate interlayer and structural joint for sliding surfaces
  本文在总结前人的优秀研究成果的基础之上，采用合理模拟以夹层、结构面等为滑动面的薄层单元及相应的非线性分析方法，提出了塌滑体抗滑稳定安全系数的有限元迭代解法。
• Secondly , safety factor of a landslide body with a polygonal sliding surface is analyzed in this paper . the results demonstrate that this method can consider that the different material stiffness parameters in the landslide body have an effect on the safety factor . finally , the safety factor of a three - dimension landslide body with a spherical sliding surface is calculated with this method , and the applicability of this method for three - dimension slope is verified after comparing the result with theoretical answer
  文中首先用具有理论解的算例? ?垂直坡受集中荷载的安全系数问题验证了该方法的正确性，再通过对一个具有折线滑动面的滑坡体的安全系数的分析说明了该方法还可以考虑塌滑体内不同的材料刚度参数对安全系数的影响，之后用该方法对一个具有球形滑裂面的三维滑坡体进行了计算，通过与闭合解的比较验证了该方法对三维边坡问题的适用性。