›› 2015, Vol. 36 ›› Issue (8): 2291-2297.doi: 10.16285/j.rsm.2015.08.023
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Guo-an1, MA Lin-jian1, 2, LIU Xin-yu1, YI Qi-kang1, GAO Lei3
CLC Number:
[1] | FANG Jin-jin, FENG Yi-xin, ZHAO Wei-long, WANG Li-ping, YU Yong-qiong, . Nonlinear constitutive model for intact loess in true tri-axial tests [J]. Rock and Soil Mechanics, 2019, 40(2): 517-528. |
[2] | MEI Shi-ming, HU Xiao-chuan, SU Guo-shao, CHEN Guan-yan, . Model test study of the influence of intermediate principal stress on rockburst in tunnel [J]. Rock and Soil Mechanics, 2019, 40(10): 3959-3968. |
[3] | WU Shun-chuan, JIANG Ri-hua, ZHANG Shi-huai, ZHANG Min, . Application of a modified Hoek-Brown strength criterion to borehole stability analysis [J]. Rock and Soil Mechanics, 2018, 39(S2): 1-13. |
[4] | ZHOU Xing-tao, SHENG Qian, CUI Zhen, ZHU Ze-qi, HU Zhi-feng, MA Ya-lina,. C2 continuous approximation to generalized Hoek-Brown strength criterion yield surface and plastic potential surface [J]. , 2018, 39(S1): 477-487. |
[5] | KANG Kwang-song, HU Nai-lian, HONG Gun-yi, LI Guo-qing, PANG Gyong-jin,. Determination of rock mass mechanical parameters based on quantification and correction method of GSI value [J]. , 2018, 39(6): 2211-2218. |
[6] | LIN Qing-hui, YAN Jia-jia, DONG Mei, ZHU Jian-feng,. Influence of principal stress direction and intermediate principal stress parameter on the small strain stiffness of reconstituted loess [J]. , 2018, 39(4): 1369-1376. |
[7] | JIANG Jing-shan, CHENG Zhan-lin, ZUO Yong-zhen, DING Hong-shun,. Experimental investigation on strength characteristic of coarse-grained materials in three-dimensional stress state [J]. , 2018, 39(10): 3581-3588. |
[8] | MA Lin-jian, YANG Fa, WANG Ming-yang, LI Zeng, . Generalized Hoek-Brown dynamic strength criterion incorporating strain rate effect [J]. , 2017, 38(S2): 27-32. |
[9] | CHEN Wei-zhong, MA Chi-shuai, TIAN Hong-ming, YANG Jian-ping,. Discussion on rockburst predictive method applying to TBM tunnel construction [J]. , 2017, 38(S2): 241-249. |
[10] | FANG Jin-jin, FENG Yi-xin, SHAO Sheng-jun,. Soil-water characteristics of intact Q3 loess under true triaxial condition [J]. , 2017, 38(9): 2597-2604. |
[11] | FANG Jin-jin, SHAO Sheng-jun, FENG Yi-xin,. Suction changes of intact Q3 loess based on true triaxial tests [J]. , 2017, 38(4): 934-942. |
[12] | SONG Xin-jiang , XU Hai-bo, ZHOU Wen-yuan, WANG Wei,. True triaxial test on stress-strain characteristics of cement-soil [J]. , 2016, 37(9): 2489-2495. |
[13] | Lü Cai-zhong,SUN Ya-li. A generalized SMP criterion for the optimal support of soft rock tunnel and its comparative analysis [J]. , 2016, 37(7): 1956-1962. |
[14] | ZHAO Yang, CHEN Chang-fu, WANG Chun-zi. An upper-bound limit analysis of the bearing capacity of a capped rigid pile based on unified strength theory [J]. , 2016, 37(6): 1649-1656. |
[15] | GUO Lin , WANG Yu-ke , WANG Jun , ZHENG Min , WU Ting-yu,. Influence of intermediate principal stress and major principal stress direction on the drainage-induced deformation of soft clay [J]. , 2016, 37(5): 1380-1387. |