塌滑 meaning in Chinese
slumping
Examples
- 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。