Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (6): 2389-2396.doi: 10.16285/j.rsm.2018.0407
• Geotechnical Engineering • Previous Articles Next Articles
HE Zi-lu1, LIU Wei2, HE Si-ming2, 3, YAN Shuai-xing2, 4
CLC Number:
[1] | YUAN Qing-meng, KONG Liang, ZHAO Ya-peng, . An elastoplastic model for energy soils considering filling and bonding effects [J]. Rock and Soil Mechanics, 2020, 41(7): 2304-2312. |
[2] | 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. |
[3] | 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. |
[4] | 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. |
[5] | 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. |
[6] | 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. |
[7] | 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. |
[8] | 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. |
[9] | 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. |
[10] | 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. |
[11] | 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. |
[12] | SUN Kai, CHEN Zheng-lin, LU De-chun,. An elastoplastic constitutive model incorporating cementation effect of stabilizer-treated soil [J]. , 2018, 39(5): 1589-1597. |
[13] | XU Xiao, ZHAO Cheng-gang, . Shear strength and volume change behavior of clay-rich soil at high suctions [J]. , 2018, 39(5): 1598-1611. |
[14] | ZHU Shun-ran, XU Chao, DING Jin-hua,. Laminated shear test of geotextile-sand interface [J]. , 2018, 39(5): 1775-1780. |
[15] | TANG Yu-feng, SHI Fu-qiang, LIAO Xue-yan, ZHOU Shuai, . Determination on flow rules of large deformation analysis of slope using SPH method [J]. , 2018, 39(4): 1509-1516. |
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