›› 2013, Vol. 34 ›› Issue (10): 2815-2820.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LUO Kai-tai, NIE Qing, ZHANG Shu-yi, LIU En-long
CLC Number:
[1] | LIANG Ke, CHEN Guo-xing, LIU Kang, WANG Yan-zhen, . Degradation properties and prediction model of maximum shear modulus of saturated coral sand under cyclic triaxial loading [J]. Rock and Soil Mechanics, 2020, 41(2): 601-611. |
[2] | LIANG Ke, HE Yang, CHEN Guo-xing, . Experimental study of dynamic shear modulus and damping ratio characteristics of coral sand from Nansha Islands [J]. Rock and Soil Mechanics, 2020, 41(1): 23-31. |
[3] | ZHOU Jia-zuo, WEI Chang-fu, WEI Hou-zhen, YANG Zhou-jie, LI Li-xin, LI Yan-long, DING Gen-rong, . Development and application of multi-functional triaxial test system for hydrate-bearing sediments [J]. Rock and Soil Mechanics, 2020, 41(1): 342-352. |
[4] | GAO Yun-chang, GAO Meng, YIN Shi, . Experiments on static characteristics of sea sand solidified by polyurethane [J]. Rock and Soil Mechanics, 2019, 40(S1): 231-236. |
[5] | KONG Liang, LIU Wen-zhuo, YUAN Qing-meng, DONG Tong, . Triaxial tests on gassy sandy soil under constant shear stress paths [J]. Rock and Soil Mechanics, 2019, 40(9): 3319-3326. |
[6] | CHEN Yu-long, UCHIMURA Taro, . Early warning of rainfall-induced landslides based on elastic wave velocity [J]. Rock and Soil Mechanics, 2019, 40(9): 3373-3386. |
[7] | DING Yan-hui, ZHANG Bing-yin, QIAN Xiao-xiang, YIN Yin, SUN Xun, . Experimental study of the characteristics of wetting deformation of rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(8): 2975-2981. |
[8] | KONG Xian-jing, NING Fan-wei, LIU Jing-mao, ZOU De-gao, ZHOU Chen-guang, . Influences of stress paths and saturation on particle breakage of rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(6): 2059-2065. |
[9] | GONG Feng-qiang, WU Wu-xing, LI Tian-bin, SI Xue-feng, . Simulation experimental study of spalling failure of surrounding rock of rectangular tunnel of deep hard rock [J]. Rock and Soil Mechanics, 2019, 40(6): 2085-2098. |
[10] | 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. |
[11] | ZHAO Ding-feng, LIANG Ke, CHEN Guo-xing, XIONG Hao, ZHOU Zheng-long, . Experimental investigation on a new incremental pore pressure model characterized by shear-volume strain coupling effect [J]. Rock and Soil Mechanics, 2019, 40(5): 1832-1840. |
[12] | LIANG Ke, CHEN Guo-xing, HE Yang, LIU Jing-ru, . An new method for calculation of dynamic modulus and damping ratio based on theory of correlation function [J]. Rock and Soil Mechanics, 2019, 40(4): 1368-1376. |
[13] | LUO Dan-ni, SU Guo-shao, HE Bao-yu, . True triaxial test on rockburst of granites with different water saturations [J]. Rock and Soil Mechanics, 2019, 40(4): 1331-1340. |
[14] | HU Tian-fei, LIU Jian-kun, WANG Tian-liang, YUE Zu-run, . Effect of freeze-thaw cycles on deformation characteristics of a silty clay and its constitutive model with double yield surfaces [J]. Rock and Soil Mechanics, 2019, 40(3): 987-997. |
[15] | ZHANG Yu-wei, WENG Xiao-lin, SONG Zhan-ping, XIE Yong-li, . A modified Cam-clay model for structural and anisotropic loess [J]. Rock and Soil Mechanics, 2019, 40(3): 1030-1038. |
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