机译:膜片墙引起的地表沉降的近似解析解
Key Laboratory of Geomechanics and Embankment Engineering of the Ministry of Education, Geotechnical Research Institute, Hohai University, 1 Xikang Road, Nanjing 210098, China;
Key Laboratory of Geomechanics and Embankment Engineering of the Ministry of Education, Geotechnical Research Institute, Hohai University, 1 Xikang Road, Nanjing 210098, China;
Key Laboratory of Geomechanics and Embankment Engineering of the Ministry of Education, Geotechnical Research Institute, Hohai University, 1 Xikang Road, Nanjing 210098, China,Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong Special Administrative Region, China;
Trenches; Excavation; Elasticity; Ground surface settlements;
机译:计算开挖的隔板墙面板周围水平应力变化和位移的显式解析解决方案
机译:计算开挖的隔板墙面板周围水平应力变化和位移的显式解析解决方案
机译:隔板壁侧向变形和地表沉降特征:以伊朗-阿瓦兹地铁为例
机译:一种减缓技术,以减少隧道墙隧道沟壑诱导的地面沉降
机译:用于计算爆炸荷载作用下的临时填土墙的响应的分析模型。
机译:边界处有部分滑移的拉伸壁上边界层流动方程的解析近似解
机译:一种减少技术的方法,以减少地下连续墙引起的地面沉降
机译:膜片挠度的新解析解及其在表面211微加工压力传感器中的应用