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根据对日本的一次大型挡土墙土压力现场模拟实验资料的分析,作者认为从墙体的长期抗滑稳定性角度考虑,采用静止土压力作为一般挡土墙的设计荷载是适当的,同时对静止土压力的计算方法作了理论性探讨。
According to the analysis of field simulation data of a large retaining earth pressure in Japan, the author thinks that it is appropriate to use the static earth pressure as the design load of a general retaining wall considering the long-term stability of the wall, The calculation method of static earth pressure made a theoretical discussion.