›› 2014, Vol. 35 ›› Issue (4): 951-958.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHANG Chun-hui,ZHAO Quan-sheng
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] | KE Wen-hai, GUAN Ling-xiao, LIU Dong-hai, DENG Jian-lin, LI Ke, XU Chang-jie, . Research on upper pipeline-soil interaction induced by shield tunnelling [J]. Rock and Soil Mechanics, 2020, 41(1): 221-228. |
[4] | XIE Hui-hui, XU Zhen-hao, LIU Qing-bing, HU Gui-yang, . Evolution of peak strength and residual strength of weak expansive soil under drying-wetting cycle paths [J]. Rock and Soil Mechanics, 2019, 40(S1): 245-252. |
[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] | LIU Quan-sheng, HE Fan, DENG Peng-hai, TIAN Yong-chao . Application of 3D printing technology in physical modelling in rock mechanics [J]. Rock and Soil Mechanics, 2019, 40(9): 3397-3404. |
[7] | ZOU Yuan-jing, WEI Chang-fu, CHENG He-long, ZHOU Jia-zuo, WAN Yi-zhao, . Elastic-plastic model for gas-hydrate-bearing soils using disturbed state concept [J]. Rock and Soil Mechanics, 2019, 40(7): 2653-2662. |
[8] | MA Qiu-feng, QIN Yue-ping, ZHOU Tian-bai, YANG Xiao-bin. Mechanical properties and constitutive model of porous rock under loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(7): 2673-2685. |
[9] | 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. |
[10] | 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. |
[11] | 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. |
[12] | WANG Tao, LIU Si-hong, ZHENG Shou-ren, LU Yang, . Experimental study of compression characteristics of rockfill materials with composite grout [J]. Rock and Soil Mechanics, 2019, 40(4): 1420-1426. |
[13] | TANG Xiao-wu, YANG Xiao-qiu, YU Yue. Analytical solutions to drained consolidation of porous pipe pile [J]. Rock and Soil Mechanics, 2019, 40(4): 1248-1254. |
[14] | SHAO Sheng-jun, CHEN Fei, DENG Guo-hua, . Seismic passive earth pressure against the retaining wall of structural loess based on plane strain unified strength formula [J]. Rock and Soil Mechanics, 2019, 40(4): 1255-1262. |
[15] | 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. |