Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (7): 2304-2312.doi: 10.16285/j.rsm.2019.2115
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
YUAN Qing-meng1, KONG Liang1, 2, ZHAO Ya-peng1
CLC Number:
[1] | WANG Li, LI Gao, CHEN Yong, TAN Jian-min, WANG Shi-mei, GUO Fei, . Field model test on failure mechanism of artificial cut-slope rainfall in Southern Jiangxi [J]. Rock and Soil Mechanics, 2021, 42(3): 846-854. |
[2] | CHEN You-liang, LIU Geng-yun, DU Xi, RAFIG Azzam, WU Dong-peng, . Elastoplastic solution for a deep-buried tunnel considering swelling stress and dilatancy [J]. Rock and Soil Mechanics, 2020, 41(8): 2525-2535. |
[3] | JIN Lei-lei, WEI Yu-feng, HUANG Xin, WEI Jie. Shear strength calculation model of rock joints based on three-dimensional morphology of joint surface [J]. Rock and Soil Mechanics, 2020, 41(10): 3355-3364. |
[4] | LIU Si-hong, SHEN Chao-min, MAO Hang-yu, SUN Yi. State-dependent elastoplastic constitutive model for rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(8): 2891-2898. |
[5] | FENG Jun, WANG Yang, WU Hong-gang, LAI Bing, XIE Xian-dang, . Field pullout tests of basalt fiber-reinforced polymer ground anchor [J]. Rock and Soil Mechanics, 2019, 40(7): 2563-2573. |
[6] | LI Jian-peng, GAO Ling, MU Huan-sheng. Dilatancy characteristics of sandstone and its function of dilatancy angle under high confining pressure and unloading conditions [J]. Rock and Soil Mechanics, 2019, 40(6): 2119-2126. |
[7] | HE Zi-lu, LIU Wei, HE Si-ming, YAN Shuai-xing, . Shear dilatancy mechanism and process simulation of rapid sliding of saturated loose deposits [J]. Rock and Soil Mechanics, 2019, 40(6): 2389-2396. |
[8] | WANG Feng-yun, QIAN De-ling, . Dilatancy analysis for a circular tunnel excavated in rock mass based on unified strength theory [J]. Rock and Soil Mechanics, 2019, 40(5): 1966-1976. |
[9] | ZHOU Hui, CHENG Guang-tan, ZHU Yong, CHEN Jun, LU Jing-jing, CUI Guo-jian, YANG Pin-qing, . Experimental study of shear deformation characteristics of marble dentate joints [J]. Rock and Soil Mechanics, 2019, 40(3): 852-860. |
[10] | LU Yong, ZHOU Guo-qing , YANG Dong-ying, SONG Jia-qing, . Explicit calculation of sand unified model combining shear dilatancy softening and shear shrinkage hardening [J]. Rock and Soil Mechanics, 2019, 40(3): 978-986. |
[11] | DONG Jian-xun, LIU Hai-xiao, LI Zhou. A bounding surface plasticity model of sand for cyclic loading analysis [J]. Rock and Soil Mechanics, 2019, 40(2): 684-692. |
[12] | GUO Wan-li, CAI Zheng-yin, WU Ying-li, HUANG Ying-hao. Study on the particle breakage energy and dilatancy of coarse-grained soils [J]. Rock and Soil Mechanics, 2019, 40(12): 4703-4710. |
[13] | GUO Ying, LIU Xiao-dong. Influence of sample-preparing methods on CD test results of saturated silty sand in different stress paths [J]. Rock and Soil Mechanics, 2019, 40(10): 3783-3788. |
[14] | WANG Jun, HU Hui-li, LIU Fei-yu, CAI Yuan-qiang, . Effects of direct shear characteristics of sand-geogrid interface under different aperture ratios [J]. Rock and Soil Mechanics, 2018, 39(S2): 115-122. |
[15] | WU Yong-sheng, TAN Zhong-sheng, YU Xian-bin, YU Yu, ZHU Yong,. Dilatancy behavior of phyllite in uniaxal compressive tests under different loading azimuths [J]. , 2018, 39(8): 2747-2754. |
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