机译:砂中RC桩的非线性横向响应:离心机和数值模拟
Center for Hypergravity Experiment and Interdisciplinary Research Zhejiang Univ. Hangzhou 310058 China;
Dept. of Civil and Environmental Engineering Hong Kong Univ. of Science and Technology Hong Kong SAR;
Civil Engineering School of Science and Engineering Univ. of Dundee Dundee DD1 4HN UK;
School of Science and Engineering Univ. of Dundee Dundee DD1 4HN UK;
School of Science and Engineering Univ. of Dundee Dundee DD1 4HN UK;
Pile foundation; Reinforced concrete; Centrifuge modeling; Numerical modeling;
机译:干砂中并排双隧道引起的桩群横向行为:3D离心测试和数值模拟
机译:软粘土中半刚性桩的循环横向响应和故障机制:离心机测试和数值模拟
机译:非线性横向桩振动对桩身非线性轴向响应影响的数值评估
机译:离心调查沙子桩基侧向响应的研究
机译:桩基础对液化和横向扩展的离心模型:利用定尺砂技术研究砂的渗透性和可压缩性。
机译:对比增益控制模型解释的V1人口响应中的非线性横向相互作用
机译:非线性横向桩振动对桩身非线性轴向响应影响的数值评估
机译:干砂桩承台系统和座椅211基台循环横向响应的离心模型