›› 2014, Vol. 299 ›› Issue (2): 591-600.
• Geotechnical Engineering • Previous Articles Next Articles
ZHANG Ya-fei1, XU Guang-li1, SHEN Yan-jun2, HU Huan-zhong3
CLC Number:
[1] | WU Shun-chuan, MA Jun, CHENG Ye, CHENG Zi-qiao, LI Jian-yu, . Review of the flattened Brazilian test and research on the three dimensional crack initiation point [J]. Rock and Soil Mechanics, 2019, 40(4): 1239-1247. |
[2] | WEI Xing, ZHANG Zhao, WANG Gang, ZHANG Jian-min, . DEM study of mechanism of large post-liquefaction deformation of saturated sand [J]. Rock and Soil Mechanics, 2019, 40(4): 1596-1602. |
[3] | WANG Gui-lin, LIANG Zai-yong, ZHANG Liang, SUN Fan, . Study of influence mechanism of Z-type fissure on sandstone strength and fracture behavior [J]. Rock and Soil Mechanics, 2018, 39(S2): 389-397. |
[4] | LI Yang, SHE Cheng-xue, ZHU Huan-chun, . Simulation and verification of particle flow of vibration rolling compaction of field rockfill [J]. Rock and Soil Mechanics, 2018, 39(S2): 432-442. |
[5] | WU Tian-hua, ZHOU Yu, WANG Li, SUN Jin-hai, ZHAO Huan, SUN Zheng, . Mesoscopic study of interaction mechanism between circular hole and fissures in rock under uniaxial compression [J]. Rock and Soil Mechanics, 2018, 39(S2): 463-472. |
[6] | CHEN Jia-rui, DONG Yun, ZHANG Yuan, JIANG Yang, ZHANG Ji-hua, HE Chun-lin, LI Xi-meng,. Study of characteristics of collapsing-sand considering angle and fracture opening in thin bedrocks [J]. , 2018, 39(S1): 244-250. |
[7] | LI Lu-lu, GAO Yong-tao, ZHOU Yu, JIN Ai-bing. Meso-scale modelling mechanical properties of rock-like material containing trident cracks under uniaxial compression [J]. , 2018, 39(10): 3668-3676. |
[8] | WANG Pei-tao, REN Fen-hua, TAN Wen-hui, YAN Zhen-xiong, CAI Mei-feng, YANG Tian-hong.. Model of roughness discrete fractures network for uniaxial compressive test and its mechanical properties [J]. , 2017, 38(S1): 70-78. |
[9] | ZHANG Dong-mei, GAO Cheng-peng, YIN Zhen-yu, WANG Ru-lu, YANG Tian-liang,. Particle flow simulation of seepage erosion around shield tunnel [J]. , 2017, 38(S1): 429-438. |
[10] | LI Yang, SHE Cheng-xue, JIAO Xiao-liang. A new method for simulating rockfill roller compaction using particle flow code [J]. , 2017, 38(10): 3029-3038. |
[11] | SUN Xiao-hao, MIAO Lin-chang, LIN Hai-shan. Arching effect of soil ahead of working face in shield tunnel in sand with various depths [J]. , 2017, 38(10): 2980-2988. |
[12] | ZHANG Tong, LIU Wei-qun, ZHA Hao, FEI Xiao-dong,. Test and numerical analysis of crack propagation caused by vibrations of rock materials [J]. , 2016, 37(S2): 761-768. |
[13] | TIAN Wen-Ling, YANG Sheng-Qi, HUANG Yan-Hua,. Particle flow analysis of mechanical behavior and meso-mechanism of sandstone under unloading confining pressure [J]. , 2016, 37(S2): 775-782. |
[14] | JI Pei-Qi, ZHANG Xiao-Ping, ZHANG Qi,. Partide flow code analysis of effect of ductility-brittleness change on TBM cutters rock fragmentation process and its failure mode [J]. , 2016, 37(S2): 724-734. |
[15] | WANG Gang , WANG Rui , WU Meng-meng , WANG Peng-fei , ZHOU yu-ming,. Simulation of conventional triaxial test on coal under hydro-mechanical coupling by particle flow code [J]. , 2016, 37(S1): 537-546. |
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