A cohesion loss model for determining residual strength of deep bedded sandstone
Authors: SONG Zhi-xiang, ZHANG Jun-wen, ZHANG Yu-jie, WU Shao-kang, BAI Xu-yang, ZHANG Li-chao, ZHANG Sui-lin, ZHANG Xu-wen, FAN Guang-chen, LI Wen-jun, ZENG Ban-quan, WANG Shi-ji, SUN Xiao-yan, SANG Pei-miao, LI Ning
Rock residual strength, as an important input parameter, plays an indispensable role in proposing the reasonable and scientific scheme about stope design, underground tunnel excavation and stability evaluation of deep chambers. Therefore, previous residual strength models of rocks established were reviewed. And corresponding related problems were stated. Subsequently, starting from the effects of bedding and whole life-cycle evolution process, series of triaxial mechanical tests of deep bedded s