Numerical analysis of multiple slope failure due to rainfall: Based on laboratory experiments

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• 作者：Ram Krishna Regmi^a ; ^{rkregmi@engineer.com} ; Kwansue Jung^b ; ^{ksjung@cnu.ac.kr} ; Hajime Nakagawa^c ; ^{nakagawa@uh31.dpri.kyoto-u.ac.jp} ; Xuan Khanh Do^d ; ^{khanh.thuyluc@wru.edu.vn} ; Binaya Kumar Mishra^e ; ^{mishra@unu.edu}
• 关键词：Numerical analysis ; Multiple slope failure ; Dynamic programming ; Failure surface ; Sliding block model ; Experimental data
• 刊名：CATENA
• 出版年：2017
• 出版时间：March 2017
• 年：2017
• 卷：150
• 期：Complete
• 页码：173-191
• 全文大小：4329 K
• 卷排序：150

文摘

Experimental and numerical analysis of multiple slope failure Numerical models were combined into a single unit. The Spencer method of slope-stability analysis incorporated into dynamic programming 1D sliding block model to analyze the motion of the failure mass Seepage-flow and slope stability analyses during the movement of the sliding mass