The ground pressure distribution and the shape of failure surface by conducting model tests for the cylindrical retaining wall of a shaft in cohesionless soils are discussed.
讨论了无黏性土中圆柱型挡土墙的模型试验，给出土压力的分布和破坏面形状。
Overturn failure of the reinforced retaining wall is highly impossible if the stability requirements of other destructive modes have been satisfied.
加筋土挡墙在其他破坏模式满足要求的前提下，不会发生倾覆破坏。
Retaining wall on slope is a structure very difficult to construct and easy to failure.
坡间路基挡土墙是所有挡土墙结构形式中建设难度最大且最易失稳的结构形式。
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