›› 2010, Vol. 31 ›› Issue (S1): 182-186.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Xue-wu 1, HUANG Yan-zhang 1, 2, YANG Zheng-ming 1, 2
CLC Number:
[1] | 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. |
[2] | 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. |
[3] | LI Ling, LIU Jin-quan, LIU Zao-bao, LIU Tao-gen, WANG Wei, SHAO Jian-fu, . Experimental investigations on compaction properties of sand-clay mixture at high pressure [J]. Rock and Soil Mechanics, 2019, 40(9): 3502-3514. |
[4] | LI Jie-lin, ZHU Long-yin, ZHOU Ke-ping, LIU Han-wen, CAO Shan-peng, . Damage characteristics of sandstone pore structure under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2019, 40(9): 3524-3532. |
[5] | 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. |
[6] | 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. |
[7] | LIU Yu, ZHANG Wei, LIANG Xiao-long, XU Lin, TANG Xin-yu. Determination on representative element volume of Nanjing silty-fine sand for its spatial pore structure [J]. Rock and Soil Mechanics, 2019, 40(7): 2723-2729. |
[8] | WANG Chen-lin, ZHANG Xiao-dong, DU Zhi-gang, . Experimental study of the permeability of coal specimen with pre-existing fissure under cyclic loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(6): 2140-2153. |
[9] | WANG Shi-quan, WEI Ming-li, HE Xing-xing, ZHANG Ting-ting, XUE Qiang, . Study of water transfer mechanism during sediment solidification process based on nuclear magnetic resonance technology [J]. Rock and Soil Mechanics, 2019, 40(5): 1778-1786. |
[10] | 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. |
[11] | LI Jing, KONG Xiang-chao, SONG Ming-shui, WANG Yong, WANG Hao, LIU Xu-liang, . Study on the influence of reservoir rock micro-pore structure on rock mechanical properties and crack propagation [J]. Rock and Soil Mechanics, 2019, 40(11): 4149-4156. |
[12] | 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. |
[13] | YANG Ming-hui, CHEN He, CHEN Ke. Study of the hysteresis effect model of SWCC boundary curves based on fractal theory [J]. Rock and Soil Mechanics, 2019, 40(10): 3805-3812. |
[14] | DUAN Xiao-meng, ZENG Li-feng, . Bearing structure of unsaturated soil and generalized structural properties [J]. , 2018, 39(9): 3103-3112. |
[15] | 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. |