Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (S1): 319-328.doi: 10.16285/j.rsm.2018.1712
• Geotechnical Engineering • Previous Articles Next Articles
CHEN Wu1, 2, ZHANG Guo-hua1, WANG Hao1, ZHONG Guo-qiang3, WANG Cheng-tang1, 2
CLC Number:
[1] | WANG Cheng-tan, WANG Hao, QIN Wei-min, ZHONG Guo-qiang, CHEN Wu, . Evaluation of collapse possibility of deep foundation pits in metro stations based on multi-state fuzzy Bayesian networks [J]. Rock and Soil Mechanics, 2020, 41(5): 1670-1679. |
[2] | ZHONG Guo-qiang, WANG Hao, KONG Li, WANG Cheng-tang, . Evaluation of the possibility of foundation pit collapse with " diaphragm wall+ support" based on T-S fuzzy fault tree [J]. Rock and Soil Mechanics, 2019, 40(4): 1569-1576. |
[3] | XIAO Zun-qun,XU Cai-yun,JIANG Yong,JIAO Ru-yi,YANG Tian-bing. Fuzzy random reliability analysis of rigid anti-sliding pile structure anchoring depth [J]. , 2013, 34(S1): 386-392. |
[4] | WANG Yu ,JIA Zhi-gang ,LI Xiao ,WANG Can ,YU Hong-ming . Fuzzy random reliability analysis of slope based on fuzzy point estimate method [J]. , 2012, 33(6): 1795-1800. |
[5] | JIANG Zhong-ming , XU Wei-ya , ZHANG Xin-min , FENG Shu-rong . Study on theory of fuzzy finite element method of elastic media slope [J]. , 2008, 29(5): 1169-1173. |
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