机译:统一位移函数用于分析预测浅埋隧道的地表变形
Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;
Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;
Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;
Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;
Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;
Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;
Shallow tunnel; Unified displacement function; Asymmetrical deformation modes; Complex variable solution; Ground deformation;
机译:基于时变统一位移函数的浅埋隧道地震动分形粘弹性解析解
机译:基于统一位移函数的双隧道浅埋隧道弹性解析解
机译:基于统一应力函数的圆水下浅隧道应力与位移的分析解
机译:软土地基中浅埋隧道引起的地表变形数值分析模型
机译:瑞士Aeschertunnel隧道喷射注浆对地面变形的影响。
机译:基于小波的地面变形耦合卫星采集(Sentinel-1SMOS)和法国西南部浅井和深井的数据分析
机译:评估用于解释软地面隧道开挖引起的地面变形的分析方法