›› 2011, Vol. 32 ›› Issue (1): 51-62.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
PENG Cong-wen1, 2, 3,ZHU Xiang-rong2,WANG Jin-chang4
CLC Number:
[1] | ZHANG Chao, YANG Qi-jun, CAO Wen-gui, . Study of damage constitutive model of brittle rock considering post-peak stress dropping rate [J]. Rock and Soil Mechanics, 2019, 40(8): 3099-3106. |
[2] | ZHOU Hui, CHEN Jun, ZHANG Chuan-qing, ZHU Yong, LU Jing-jing, JIANG Yue, . Experimental study of the rockburst model material with low-strength and high-brittleness [J]. Rock and Soil Mechanics, 2019, 40(6): 2039-2049. |
[3] | LIU Qing-bin, PAN Mao, LIU Jie, GUO Yan-jun, ZHANG Xiao-shuang, YAO Jian-peng, LI Fang-yu, . Paraview visualization and virtual reality of output of finite element analysis in Abaqus [J]. Rock and Soil Mechanics, 2019, 40(12): 4916-4924. |
[4] | ZHOU Jia-jin, GONG Xiao-nan, YAN Tian-long, ZHANG Ri-hong, . Behavior of sand filled nodular piles under compression in soft soil areas [J]. , 2018, 39(9): 3425-3432. |
[5] | CUI Xuan, DONG Wei-xin, ZHOU Han-min, SUN Shu-wei,. Secondary development of a constitutive model in ABAQUS for tailings sand using generalized plasticity theory [J]. , 2018, 39(2): 745-752. |
[6] | GUO Yang, LI Qing, XU Wen-long, QIAN Lu, TIAN Ce. Dynamic fracture process of a pre-crack under linear charge explosion [J]. , 2018, 39(10): 3882-3890. |
[7] | WANG Ren-chao, CAO Ting-ting, LIU Yan-ru. Implementations of hypoplastic model based on different time integration algorithms [J]. , 2017, 38(5): 1510-1516. |
[8] | LIANG Ning, WU Fa-quan, WANG Yun-feng, BAO Han, . Analysis of deformation and failure of rock mass of deep Guanshan tunnel under high in situ stress [J]. , 2016, 37(S2): 329-336. |
[9] | GONG Di-guang, QU Zhan-qing, LI Jian-xiong, QU Guan-zheng, CAO Yan-chao, GUO Tian-kui. Extended finite element simulation of hydraulic fracture based on ABAQUS platform [J]. , 2016, 37(5): 1512-1520. |
[10] | LI Ming , GUO Pei-jun , LIANG Li , LI Xin,. Hydraulic fracturing characteristics of heterogeneous rock with hard inclusion distributed [J]. , 2016, 37(11): 3130-3136. |
[11] | ZHOU Hui, LU Jing-jing, HU Shan-chao, ZHANG Chuan-qing, XU Rong-chao, MENG Fan-zhen. Influence of curvature radius of tunnels excavation section on slabbing of hard brittle rockmass under high stress [J]. , 2016, 37(1): 140-146. |
[12] | LIU Run , LIU Wen-bin , HONG Zhao-hui , WANG Le,. A soil resistance model for subsea pipeline global lateral buckling analysis [J]. , 2015, 36(9): 2433-2441. |
[13] | HUANG Yan-hua , YANG Sheng-qi , . Particle flow simulation of fracture characteristics and crack propagation mechanism of holed-cracked Brazilian disc specimen [J]. , 2014, 35(8): 2269-2277. |
[14] | WEI Li-min, FENG Sheng-yang, HE Qun, YANG Qi. Improved Koppejan creep model and its application [J]. , 2014, 35(6): 1762-1767. |
[15] | ZHOU Jia-jin , WANG Kui-hua , GONG Xiao-nan , ZHANG Ri-hong , YAN Tian-long , XU Yuan-rong,. Bearing capacity and load transfer mechanism of static drill rooted nodular piles [J]. , 2014, 35(5): 1367-1376. |