›› 2015, Vol. 36 ›› Issue (12): 3639-3648.doi: 10.16285/j.rsm.2015.12.038
• Numerical Analysis • Previous Articles
PAN Lin-hua1, 2, 3, CHENG Li-jun1, 2, 3, ZHANG Ye1, 2, 3, ZHANG Shi-cheng4, WANG Fei1, 2, 3
CLC Number:
[1] | SUN Rui, YANG Feng, YANG Jun-sheng, ZHAO Yi-ding, ZHENG Xiang-cou, LUO Jing-jing, YAO Jie, . Investigation of upper bound adaptive finite element method based on second-order cone programming and higher-order element [J]. Rock and Soil Mechanics, 2020, 41(2): 687-694. |
[2] | SUN Feng, XUE Shi-feng, PANG Ming-yu, TANG Mei-rong, ZHANG Xiang, LI Chuan, . 3D simulation of fracture growth from perforation to near-wellbore in horizontal wells based on continuum damage model [J]. Rock and Soil Mechanics, 2019, 40(8): 3255-3261. |
[3] | ZHANG Hai-ting, YANG Lin-qing, GUO Fang, . Solution and analysis of dynamic response for rigid buried pipe in multi-layered soil based on SBFEM [J]. Rock and Soil Mechanics, 2019, 40(7): 2713-2722. |
[4] | ZHANG Yu-bin, HUANG Dan. State-based peridynamic study on the hydraulic fracture of shale [J]. Rock and Soil Mechanics, 2019, 40(7): 2873-2881. |
[5] | WANG Xiang-nan, LI Quan-ming, YU Yu-zhen, YU Jia-lin, LÜ He, . Simulation of the failure process of landslides based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(6): 2435-2442. |
[6] | QIU Min, YUAN Qing, LI Chang-jun, XIAO Chao-chao, . Comparative study of calculation methods for undrained shear strength of clay based on cavity expansion theory [J]. Rock and Soil Mechanics, 2019, 40(3): 1059-1066. |
[7] | ZHENG An-xing, LUO Xian-qi, CHEN Zhen-hua, . Hydraulic fracturing coupling model of rock mass based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(2): 799-808. |
[8] | WANG Dong-yong, CHEN Xi, YU Yu-zhen, LÜ Yan-nan, . Ultimate bearing capacity analysis of shallow strip footing based on second- order cone programming optimized incremental loading finite element method [J]. Rock and Soil Mechanics, 2019, 40(12): 4890-4896. |
[9] | DONG Zhuo, TANG Shi-bin, . Oriented perforation hydraulic fracture propagation based on the maximum tangential strain criterion [J]. Rock and Soil Mechanics, 2019, 40(11): 4543-4553. |
[10] | LI Yu-dan, DONG Ping-chuan, ZHOU Da-wei, WU Zi-seng, WANG Yang, CAO Nai. A dynamic model of apparent permeability for micro fractures in shale gas reservoirs [J]. , 2018, 39(S1): 42-50. |
[11] | LIANG Tian-cheng, LIU Yun-zhi, FU Hai-feng, YAN Yu-zhong, XIU Nai-ling, WANG Zhen. Experimental study of hydraulic fracturing simulation for multistage circulating pump injection [J]. , 2018, 39(S1): 355-361. |
[12] | SONG Jia, GU Quan, XU Cheng-shun, DU Xiu-li,. Implementation of fully explicit method for dynamic equation of saturated soil in OpenSees [J]. , 2018, 39(9): 3477-3485. |
[13] | SONG Jia, DU Xiu-li, XU Cheng-shun, SUN Bao-yin,. Research on the dynamic responses of saturated porous media-pile foundation-superstructure system [J]. , 2018, 39(8): 3061-3070. |
[14] | LI Ning, GUO Shuang-feng, YAO Xian-chun,. Further study of stability analysis methods of high rock slopes [J]. , 2018, 39(2): 397-406. |
[15] | LUO Xian-qi, ZHENG An-xing,. Application of extended finite element method in modelling fracture of rock mass [J]. , 2018, 39(2): 728-734. |