机译:表面粗糙度和载荷条件对人工冻结粉砂-结构界面的循环直接剪切行为的影响
School of Engineering, Edith Cowan University, 270 Joondalup Drive, Joondalup, Perth, WA 6027, Australia,Department of Civil Engineering, Nanjing Forestry University, Nanjing 210037,Jiangsu, China;
Department of Civil Engineering, Nanjing Forestry University, Nanjing 210037,Jiangsu, China;
School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China,State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China,School of Mechanical and Chemical Engineering, The University of Western Australia, Crawley, Perth, WA 6009, Australia;
School of Engineering, Edith Cowan University, 270 Joondalup Drive, Joondalup, Perth, WA 6027, Australia;
Frozen soil-structure interface; Roughness; Loading condition; Cyclic direct shear behavior; Maximum shear stress; Normal displacement;
机译:恒定法向刚度条件下冻土-结构界面的循环直接剪切特性
机译:粗糙围墙的各向异性表面粗糙度和剪切行为在恒定正常负荷和恒定正常刚度条件下的膏药关节
机译:循环正常载荷条件下平面接头的直接剪切行为:不同循环法线幅度的影响
机译:循环直接剪切载荷条件下具有不同节理表面粗糙度的节理的力学行为
机译:多向循环简单剪切荷载条件下蒙特雷0/30砂的不排水响应
机译:循环载荷对采用不同处理方案的金属正畸托槽与树脂复合材料单板表面粘结的剪切粘结强度的影响
机译:小麦混凝土界面在单调和循环加载过程中的剪切行为