机译:考虑超固结和结构效应的隧道软岩弹黏塑性模型
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Siping Road 1239, Shanghai 200092, China;
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Siping Road 1239, Shanghai 200092, China;
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Siping Road 1239, Shanghai 200092, China;
Department of Civil Engineering, Nagoya Institute of Technology, Showa-ku, Gokiso-cho, Nagoya 4668555, Japan;
elasto-viscoplasticity; constitutive model; soft rock; structure; tunnel;
机译:考虑结构和过度覆盖的柔软岩石的热弹性模型
机译:应变软化的弹性粘弹本构模型
机译:应变软化的弹性粘弹本构模型
机译:软沉积岩的弹粘塑性本构模型
机译:建模几何形状对MOS结构中的隧穿传导和退化的影响。
机译:孔隙结构对干岩P波散射衰减影响的尺度模型
机译:柔软围岩隧道行为的数值模型。 Algeria Djebel El-ouahchcch隧道案例研究。
机译:岩石保护结构水力模型试验中的尺度效应