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对国内、国外两种不同土压力计算模式下悬扶壁式挡土墙的抗倾覆稳定性进行了分析。结果表明 ,在同一安全系数的水平下 ,我国规范采用库仑土压力计算悬扶壁式挡土墙的抗倾覆稳定安全度 ,比国外标准采用朗金土压力计算的安全度高 ,只有在墙后填土水平且无粘聚力时 ,我国规范的安全度稍低
The anti-overturning stability of the cantilevered retaining wall under two different modes of earth pressure calculation at home and abroad is analyzed. The results show that under the same safety factor level, the Coulomb earth pressure is used to calculate the stability stability of cantilevered retaining wall in China, which is higher than that of foreign standard using Longjin earth pressure. Fill level and no cohesion, our standard safety slightly lower