International Journal of Rock Mechanics and Mining Sciences·· 1 天前精选评分38
层厚比控制的软硬互层岩体剪切蠕变强度劣化及其对反倾边坡渐进破坏的影响
Shear-creep-induced strength degradation of soft–hard interbedded rock masses controlled by layer-thickness ratio: implications for progressive failure of anti-dip slopes
内容导读
软硬互层岩体的剪切蠕变强度劣化受层厚比控制，并影响反倾边坡的渐进破坏过程。研究聚焦层厚比这一变量，分析软硬互层岩体在剪切蠕变条件下的强度衰减规律，进而讨论其对反倾边坡渐进失稳的意义。
来源：International Journal of Rock Mechanics and Mining Sciences · sciencedirect.com