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机译:考虑卸荷效应和界面滑移特性的开挖引起的垂直土运动桩的响应
Institute of Geotechnical and Underground Engineering. Huazhong University of Science and Technology, Wuhan 430074, China;
Institute ofGeotechnical and Underground Engineering, Huazhong University of Science and Technology, Wuhan 430074, China;
Institute of Geotechnical and Underground Engineering, Huazhong University of Science and Technology, Wuhan 430074, China;
soil excavation; pile foundation; pile-soil interface; slip characteristics; unloading effect;
机译:对“在非常软粘土中受开挖引起的土壤运动的桩组的行为”的封闭
机译:开挖引起的极软粘土中土体运动的桩群行为
机译:开挖引起的侧向土运动引起桩响应的解析解
机译:开挖引起黏土运动的桩
机译:桩-土-桩相互作用模型对垂直入射波的非线性响应。
机译:正弦波振动下液化土复合桩基系统垂直承载力的数值分析
机译:开挖引起的黏土运动对桩的影响
机译:重复侧向荷载作用下粘性土中竖向桩的性状研究