›› 2006, Vol. 27 ›› Issue (3): 463-465.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHANG Pei-wen1, CHEN Zu-yu2
CLC Number:
[1] | 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. |
[2] | 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. |
[3] | 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. |
[4] | 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. |
[5] | 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. |
[6] | 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. |
[7] | WANG Zhen, CAO Lan-zhu, WANG Dong, . Evaluation on upper limit of heterogeneous slope stability [J]. Rock and Soil Mechanics, 2019, 40(2): 737-742. |
[8] | 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. |
[9] | 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. |
[10] | 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. |
[11] | XU Xiao, ZHAO Cheng-gang, . Shear strength and volume change behavior of clay-rich soil at high suctions [J]. , 2018, 39(5): 1598-1611. |
[12] | ZHU Shun-ran, XU Chao, DING Jin-hua,. Laminated shear test of geotextile-sand interface [J]. , 2018, 39(5): 1775-1780. |
[13] | 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. |
[14] | ZHOU Hui, CHENG Guang-tan, ZHU Yong, LU Jing-jing, . A new method to originally reproduce rock structural plane by integrating 3D scanning and 3D carving techniques and mechanical characteristics of reproduced structural planes [J]. , 2018, 39(2): 417-425. |
[15] | KONG Xian-jing, ZHU Fa-yong, LIU Jing-mao, ZOU De-gao, NING Fan-wei, . Stress dilatancy of rockfill material under different loading directions [J]. , 2018, 39(11): 3915-3920. |