机译:上海市盾构隧道通过桩托技术穿越公路桥梁群桩基础的案例
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai, China,Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji University, Shanghai, China;
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai, China;
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai, China;
Shanghai Shentong Metro Co., Ltd, Shanghai, China;
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai, China;
Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji University, Shanghai, China;
Department of Civil Engineering, Shanghai University of Science and Technology, Shanghai, China;
Shield tunnel; Pile underpinning; Ground treatment; Load transfer mechanism;
机译:盾构隧道桥梁基础上盾构隧道交叉桩支合技术的数值模拟与分析
机译:地铁盾构隧道在相邻桩基础上交叉引起的环境效应及其冲击分区
机译:大直径泥水盾构对桩桩群隧道的响应-以上海为例
机译:桩托技术在盾构穿越公路桥梁桩基中的应用。
机译:通过案例历史评估了桩和桩支撑桥墩的地震反应。
机译:刚性柔性长桩与复合地基附近的基坑接地压力研究
机译:跨越桩基基础施工地下盾隧道案例研究
机译:条件评估和评估汉普顿道路桥梁防护套中桩的腐蚀损伤方法。总结报告