机译:硬质黏土中单隧道推进引起的群桩荷载传递机制
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China;
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China;
Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong Special Administrative Region, China;
Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong Special Administrative Region, China;
Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong Special Administrative Region, China;
Three-dimensional; Tunnelling; Capacity; Load transfer; Pile group;
机译:双层隧道施工对单桩沉降及荷载传递机理的影响研究
机译:刚性黏土中并排双隧道的桩响应:不同隧道深度对桩的影响
机译:横向循环荷载下相对桩土刚度和载荷偏心度对砂土单桩响应的影响
机译:动态测试在软粘土中泥浆粉碎砾石桩的负荷转移机理
机译:振动荷载下黏土中单桩的预测和性能。
机译:尖端位置对承受超载和轴向载荷的单桩的影响
机译:刚性黏土中并排双隧道的桩响应:不同隧道深度对桩的影响
机译:建议:粘土中桩的荷载传递标准