加筋土模型试验中的拉力破坏研究
A Study the Tensile Failure of Reinforced Earth Retaining Wall with Model Test
-
摘要: 本文依据加筋机理和土的张拉裂缝特性,假定加筋土挡墙后破裂面的位置和形状,从加筋土的整体强度特性出发,导出了加筋土挡墙拉力破坏时临界配筋率的表达式。理论分析与试验结果相吻合。Abstract: According to the reinforcing mechanism and the earth tensile crack,the location and shape of cracking surface behind the reinfored earth retaining wall are reasonably assumed.Starting from the integral strength charac-teristic of reinforced earth,this paper prasent:a formula of critical reinforcing ratio for the tensile failure of rein-forced earth retaining wall.The results of theoretical analysis and model test are in good correspondence with eachother.