土楔
With the sliding wedge sliding down, the gravity of sliding body generates pushing effect on the soil of both sides. As a result, there is no crack observed at deep place.
滑动楔形体向下滑动的同时,滑动体自重力对两侧土体产生推挤作用,深部实际破坏面不会张开。
Based on the arching effect of soil mass, a schematic diagram for the calculation of the balancing arch of sliding soil mass in the form of a wedge at the back of a retaining wall is presented in this paper;
本文根据土体中存在拱效应这一事实,给出一个挡土墙背填土滑裂体平衡拱的计算图形。
Analysis on Stability of Soil Nailing Wall by Sliding Wedge Method
土钉墙稳定性分析的滑动楔块法
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