›› 2009, Vol. 30 ›› Issue (S1): 121-128.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LIU Jian-guo, SUN Qi-cheng, JIN Feng, XIN Hai-li
CLC Number:
[1] | FANG Jin-jin, FENG Yi-xin, WANG Li-ping, YU Yong-qiang, . Effective stress yielding behavior of unsaturated loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 492-500. |
[2] | TU Yuan, WANG Kui-hua, ZHOU Jian, HU An-feng, . Application of effective stress method and effective consolidation stress method for strength calculation in preloading ground [J]. Rock and Soil Mechanics, 2020, 41(2): 645-654. |
[3] | WU Shuang-shuang, HU Xin-li, ZHANG Han, ZHOU Chang, GONG Hui, . Field test and calculation method of negative skin friction of rock-socketed piles [J]. Rock and Soil Mechanics, 2019, 40(9): 3610-3617. |
[4] | MAO Xiao-long, LIU Yue-tian, GUAN Wen-long, REN Xing-nan, FENG Yue-li, DING Zu-peng, . An effective stress equation for pore volume strain [J]. Rock and Soil Mechanics, 2019, 40(8): 3004-3010. |
[5] | FU Long-long, ZHOU Shun-hua, TIAN Zhi-yao, TIAN Zhe-kan, . Force chain evolution in granular materials during biaxial compression [J]. Rock and Soil Mechanics, 2019, 40(6): 2427-2434. |
[6] | ZHENG Guo-feng, GUO Xiao-xia, SHAO Long-tan, . Experimental verification of an unsaturated shear strength criterion based on the state surface expression [J]. Rock and Soil Mechanics, 2019, 40(4): 1441-1448. |
[7] | CHEN Yu-min, CHEN Run-ze, HUO Zheng-ge, . Study of flow deformation of saturated suspended plastic sand by visualized ring shear tests [J]. Rock and Soil Mechanics, 2019, 40(10): 3709-3716. |
[8] | DUAN Xiao-meng, ZENG Li-feng, . Bearing structure of unsaturated soil and generalized structural properties [J]. , 2018, 39(9): 3103-3112. |
[9] | ZHANG Tian-jun, SHANG Hong-bo, LI Shu-gang, WEI Wen-wei, BAO Ruo-yu, PAN Hong-yu,. Permeability tests of fractured sandstone with different sizes of fragments under three-dimensional stress states [J]. , 2018, 39(7): 2361-2370. |
[10] | LIU Yang, LI Shuang. Numerical simulation and analysis of meso-mechanical structure characteristic at critical state for granular media [J]. , 2018, 39(6): 2237-248. |
[11] | CHEN Wei-zhong, MA Yong-shang, YU Hong-dan, GONG Zhe, LI Xiang-ling,. Parameter sensitivity analysis for thermo-hydro-mechanical coupling model of clay tunnel for radioactive waste disposal [J]. , 2018, 39(2): 407-416. |
[12] | LI Lin, LI Jing-pei, ZHAO Gao-wen, CUI Ji-fei, . Time-dependent bearing capacity of a jacked pile based on the effective stress method [J]. Rock and Soil Mechanics, 2018, 39(12): 4547-4553. |
[13] | XUE Long, WANG Rui, ZHANG Jian-min, . DEM numerical test method for granular matter under complex 3D loading [J]. Rock and Soil Mechanics, 2018, 39(12): 4681-4690. |
[14] | QIAN Jin-song, LI Jia-yang, ZHOU Ding, LING Jian-ming. Prediction model of resilient modulus for unsaturated clay soils considering the effect of matric suction [J]. , 2018, 39(1): 123-128. |
[15] | ZHOU Feng-xi, CAO Xiao-lin, MA Qiang,. Analysis of capillary cohesion and suction stress characteristic curve between two spheres [J]. , 2017, 38(7): 2036-2042. |