机译:垂直桩沉降预测的新型土桩相互作用模型
Engineering Research Centre of Rock-Soil Drilling & Excavation and Protection Ministry of Education Faculty of Engineering China University of Geosciences Wuhan Hubei 430074 China Geotechnical Research Centre Department of Civil and Environmental Engineering Western University London ON N6A 5B9 Canada;
Engineering Research Centre of Rock-Soil Drilling & Excavation and Protection Ministry of Education Faculty of Engineering China University of Geosciences Wuhan Hubei 430074 China Geotechnical Research Centre Department of Civil and Environmental Engineering Western University London ON N6A 5B9 Canada Guangxi Key Laboratory of Disaster Prevention and Structural Safety College of Civil Engineering and Architecture Cuangxi University Nanning Guangxi 530004 China Research Center of Coastal Urban Geotechnical Engineering Zhejiang University Hangzhou 310058 China;
Engineering Research Centre of Rock-Soil Drilling & Excavation and Protection Ministry of Education Faculty of Engineering China University of Geosciences Wuhan Hubei 430074 China;
Engineering Research Centre of Rock-Soil Drilling & Excavation and Protection Ministry of Education Faculty of Engineering China University of Geosciences Wuhan Hubei 430074 China Geotechnical Research Centre Department of Civil and Environmental Engineering Western University London ON N6A 5B9 Canada;
Research Center of Coastal Urban Geotechnical Engineering Zhejiang University Hangzhou 310058 China;
Engineering Research Centre of Rock-Soil Drilling & Excavation and Protection Ministry of Education Faculty of Engineering China University of Geosciences Wuhan Hubei 430074 China;
Engineering Research Centre of Rock-Soil Drilling & Excavation and Protection Ministry of Education Faculty of Engineering China University of Geosciences Wuhan Hubei 430074 China Guangxi Key Laboratory of Disaster Prevention and Structural Safety College of Civil Engineering and Architecture Cuangxi University Nanning Guangxi 530004 China;
Pile settlement; Unified solution; Continuum mechanics; Ideal elastoplastic assumption; Fictitious soil pile;
机译:基于虚拟土桩模型的桩竖向振动中土桩相互作用
机译:基于虚拟土桩模型的桩竖向振动中土桩相互作用
机译:利用考虑土-桩相互作用的多阶段模型对桩-筏基础进行沉降分析
机译:预测桩和评估地震土桩相互作用的定居 - 分析调查
机译:竖向动力荷载下土-桩相互作用
机译:基于光学传感器的顶压过程中侧向压力对竖向承载特性影响的模型试验
机译:垂直振动固定尖端条件的土桩相互作用:田间振动试验理论与实验结果的比较