分析认为，关河大坝的抗滑稳定性总体上是安全的。
From the analysis, the stability against sliding of Guanhe Dam is, in general, safe.
因此坝基沿软弱夹层结构面的抗滑稳定性为人们所关注。
Therefore the sliding stability of dam base along weak interlayer is concerned.
应力应变分析和坝基抗滑稳定性是重力坝设计中的重要内容。
The stress, strain and sliding stability are important contents for the design of gravity dam.
为改善重力坝的抗滑稳定性，提出一种齿型基岩面设计与施工方法。
To improve the sliding stability of gravity DAMS, this paper proposes a kind of construction method by making a dentate joint between the dam and the base.
用简化的毕晓普法进行开挖边坡的抗滑稳定性计算，得出与实际较接近的结果。
It USES the simplified Bishop's method to calculate the slide-resisting stability of excavation slopes and obtain results closing to the practical cases.
准确、合理的选取其力学参数对大坝建基面的选取及未来坝基抗滑稳定性具有重大意义。
So it is instructive to obtain an accurate and reasonable mechanical parameter of these layers, especially in selecting a good dam base and evaluating the stability of the dam base.
采用刚性翼墙与加筋土间隔、上下错开的布置型式，形成复合式翼墙结构，满足挡墙的抗滑稳定性及防渗要求。
The composite wing wall with staggered rigid wing wall and reinforced earth has fulfilled the requirement of stability against sliding and seepage.
根据分析所得的动、静应力分量，采用有限元与圆弧滑动法相结合的有限元一圆弧法，分析了挡土墙的抗滑稳定性。
The stability factor of retaining walls is analyzed with the finite element and slip circle method, which is based on the results obtained by static and dynamic FEM.
本文采用有限元法和地质力学模型试验相结合的方法，研究了层状岩体高边坡坡脚基坑开挖时的破坏机理、整体抗滑稳定性和预应力锚固方式。
In this paper, by using the finite element method and the geomechanics model tests, the writer has studied the mechanism of failure of stratified rock of high slope excavated at the root.
滑带土抗剪强度参数的正确选取，是滑坡稳定性评价和抗滑工程设计中的关键问题。
The parameters of shear strength of slide zone soil are indispensable factors for stability evaluation and countermeasure design to landslides.
大型滑坡滑带土强度参数的正确选取，是作好滑坡稳定性评价和抗滑工程设计的重要环节。
The shear strength of slide zone soil is an indispensable parameter for stability analysis and countermeasures of landslide.
大型滑坡滑带土强度参数的正确选取，是作好滑坡稳定性评价和抗滑工程设计的重要环节。
The shear strength of slide zone soil is an indispensable parameter for stability analysis and countermeasures of landslide.
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