According to the test condition when slidemass is sandy clay, the authors study the deformation of anti-slide pile and soil resistance.
本文用有限元法模拟滑体为砂粘土的模型试验条件,对抗滑桩的变形及土体抗力进行分析。
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It's also discovery that there is displacement discrepancy in the slidemass along the slip surface, which sets new theoretical base for ground surface deformation analysis and slope failure process.