›› 2013, Vol. 34 ›› Issue (7): 2091-2098.
• Numerical Analysis • Previous Articles Next Articles
TANG Gao-peng1,ZHAO Lian-heng1,LI Liang1,GAO Lian-sheng1,TAN Han-hua2
CLC Number:
[1] | HAN Tong-chun, LIN Bo-wen, HE Lu, SU Yu-qin, . Three-dimensional slope modelling method and its stability based on coupled GIS and numerical simulation software [J]. Rock and Soil Mechanics, 2019, 40(7): 2855-2865. |
[2] | YU Guo, XIE Mo-wen, ZHENG Zheng-qin, QIN Shi-he, DU Yan, . Research on slope stability calculation method based on GIS [J]. Rock and Soil Mechanics, 2019, 40(4): 1397-1404. |
[3] | LIU Feng-tao, ZHANG Shao-fa, DAI Bei-bing, ZHANG Cheng-bo, LIN Kai-rong, . Upper bound limit analysis of soil slopes based on rigid finite element method and second-order cone programming [J]. Rock and Soil Mechanics, 2019, 40(10): 4084-4091. |
[4] | QIN Yu-qiao, TANG Hua, FENG Zhen-yang, YIN Xiao-tao, WANG Dong-ying, . Slope stability evaluation by clustering analysis [J]. , 2018, 39(8): 2977-2983. |
[5] | YAN Min-jia, XIA Yuan-you, LIU Ting-ting. Limit analysis of bedding rock slopes reinforced by prestressed anchor cables under seismic loads [J]. , 2018, 39(7): 2691-2698. |
[6] | ZHU Yan-peng, YANG Xiao-yu, MA Xiao-rui, YANG Xiao-hui, YE Shuai-hua, . Several questions of double reduction method for slope stability analysis [J]. , 2018, 39(1): 331-338. |
[7] | NIE Zhi-bao, ZHENG Hong, ZHANG Tan. Determination of slope critical slip surfaces using strength reduction method and wavelet transform [J]. , 2017, 38(6): 1827-1831. |
[8] | ZHANG Kun, XU Qing, WANG Yi-fan, A Hu-bao. Application of self-adaptive differential evolution algorithm in searching for critical slip surface of slope [J]. , 2017, 38(5): 1503-1509. |
[9] | GAO Ru-chao, LI Chun-guang, SUN Cong, ZHENG Hong, GE Xiu-run,. Lower bound finite element method for analyzing tenso-shear failure of slopes [J]. , 2016, 37(8): 2426-2432. |
[10] | YAN Chao ,LIU Song-yu ,JI Xiao-lei,. Research on a secondary sliding surface analysis approach based on strength reduction method [J]. , 2016, 37(4): 935-942. |
[11] | SUN Cong ,LI Chun-guang ,ZHENG Hong ,SUN Guan-hua,. Upper bound limit analysis based on Taylor expansion form of element velocity [J]. , 2016, 37(4): 1153-1160. |
[12] | CHEN Jing-yu , ZHAO Lian-heng , LI Liang , TAN Han-hua,. Back analysis of shear strength parameters based on Excel spreadsheet and upper bound limit analysis method [J]. , 2016, 37(3): 827-834. |
[13] | ZHANG Jian-cheng , JIA Jin-qing , TU Bing-xiong , HE Hui-rong,. Application of two strength criteria to flexural deformation of Cosserat expanded constitutive model [J]. , 2016, 37(1): 279-286. |
[14] | LIU Xiao-min ,SHENG Qian ,CHEN Jian ,KE Wen-hui ,YANG Ji-hua,. Seismic shaking table test for large-scale underground cavern group (Ⅱ):Test scheme [J]. , 2015, 36(6): 1683-1690. |
[15] | LI De-jian, ZHAO Lian-heng, LI Liang, CHENG Xiao. Influence of nonlinear shear strength parameters on stability of slopes with cracks subjected to seismic effects based on upper bound limit analysis [J]. , 2015, 36(5): 1313-1321. |