Based on the soil critical equilibrium theory, the paper discussed the distribution of earth pressure on retaining wall under the working conditions with or without excavation and backfilling between the wall and ground by thinlayer method, deducted the formulas of active earth pressure strength and coefficient of active earth pressure. The results show that the relation between the earth pressure strength and the depth of wall is linear under the working condition with excavation and backfilling and nonlinear under the working condition without excavation and backfilling between the wall and ground.
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陈兴亮,周光余,熊传祥.挡土墙主动土压力分布研究[J].钻探工程,2009,36(3):36-40.CHEN Xing-iang, ZHOU Guang-yu, XIONG Chuan-xiang. Study on Distribution of Active Earth Pressure of Retaining Wall[J]. Drilling Engineering, 2009,36(3):36-40.