土工格栅加筋土挡墙稳定性计算

Stability analysis about the geogrid reinforced earth retaining wall

依据加筋机理和粘性土的张拉裂缝特性,假定土工格栅加筋土挡墙墙背破裂面的位置和形状,从加筋土的整体强度特性出发,导出了土工格栅加筋挡墙的内部稳定和外部稳定性分析的计算公式.

According to the reinforcing mechanism and the clay tensile crack, the location and shape of cracking surface behind the geogrid reinforced earth retaining wall are reasonably assumed. Stating from the integral strength characteristic of reinforced earth, this paper presents the formulas for the internal and external stability about the geogrid reinforced earth retaining wall.