土楔
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
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。
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