机译:考虑纵向差异沉降的节理式盾构隧道周向性状的改进分析模型
Glenn Department of Civil Engineering, Clemson University, Clemson, SC 29634-0911, USA,Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;
Glenn Department of Civil Engineering, Clemson University, Clemson, SC 29634-0911, USA;
Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;
Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;
Department of Civil Engineering, University of Akron, Akron, OH 44325-3905, USA;
Shield tunnel; Shearing effect; Flattening effect; Circumferential behavior; Differential settlement;
机译:纵向差分沉降引起的盾构驱动联合隧道的扁平化
机译:分段隧道衬砌中交错节理引起的结构效应研究:从纵向和圆周节理的力学行为直接了解
机译:一种简化的方法,用于估计屏蔽驱动隧道的纵向和周向行为与支撑挖掘相邻
机译:基于双弹性基梁的盾构隧道纵向沉降接头的计算与分析
机译:沙地模型隧道周围的地面运动(沉降,屏蔽,照相)。
机译:关于进化混合神经网络方法预测盾构隧道诱导地面沉降的数据
机译:二次衬砌盾构隧道纵向弯曲行为分析模型研究
机译:改进的轴对称运载火箭分析纵向响应分析。第I卷 - 线性分析模型