【摘要】 破碎岩质边坡稳定性分析中 ,滑动面和c,φ值的选取决定了计算的可靠性。以印山越国王陵破碎岩质基坑边坡稳定性分析为例 ,阐述了结构面统计及网络模拟在计算参数选择中的应用更多还原

【Abstract】 Yinshan Mausoleum of Yue Kingdom is of culture and economic significance, and the fragmental rockmass slope at the west wall of the mausoleum pit is threatening its safety. It is hard to determine, without performing in-situ shear test , the sliding surface andC,φ value, which are the key to stability analysis of fragmental rockmass slopes. Discontinuity statistic and net simulation are employed in an attempt to solve this issue.更多还原