In this paper, based on the field investigation and analysis of Daliushu Dam located in Heishanxia Gorge, a part of the Yellow River, the sliding and bending deformation model is built up.
通过实地勘测研究，建立了黄河黑山峡大柳树坝址区岩体的滑移—弯曲拉裂松动变形模式。
Considering the reasons of the bending temperature stress and the characteristic distributed for it, in this paper, a measure is promoted by setting sliding support at thes.
结合弯曲温度应力的成因和分布特点，提出了在顶层边柱设置滑动支座的处理措施，并结合工程实例，探讨了这一措施的效果和构造。
The damage form of micropiles can be defined as cutting and bending failure near the sliding face.
试验中所用微型桩的破坏模式为滑面附近的弯曲与剪切相结合的破坏。
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