›› 2010, Vol. 31 ›› Issue (11): 3464-3468.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
SUN Hai-me i 1, 2,WANG Lan-ming 1, 2,WANG Ping 1, 2,LIU Hong-mei 1, 2
CLC Number:
[1] | CHENG Tao, YAN Ke-qin, HU Ren-jie, ZHENG Jun-jie, ZHANG Huan, CHEN He-long, JIANG Zhi-jie, LIU Qiang, . Analytical method for quasi-two-dimensional plane strain consolidation problem of unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(2): 453-460. |
[2] | LIU Jia-shun, WANG Lai-gui, ZHANG Xiang-dong, YANG Jian-jun, SUN Jia-bao, . An asymptotic state constitutive model for saturated clay under partial drainage [J]. Rock and Soil Mechanics, 2020, 41(2): 485-491. |
[3] | FANG Jin-jin, FENG Yi-xin, WANG Li-ping, YU Yong-qiang, . Effective stress yielding behavior of unsaturated loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 492-500. |
[4] | ZHANG Feng-rui, JIANG An-nan, YANG Xiu-rong, SHEN Fa-yi. Experimental and model research on shear creep of granite under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2020, 41(2): 509-519. |
[5] | MA Wei-jia, CHEN Guo-xing, WU Qi, . Experimental study on liquefaction resistance of coral sand under complex loading conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 535-542. |
[6] | WU Qi, DING Xuan-ming, CHEN Zhi-xiong, CHEN Yu-min, PENG Yu, . Seismic response of pile-soil-structure in coral sand under different earthquake intensities [J]. Rock and Soil Mechanics, 2020, 41(2): 571-580. |
[7] | 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. |
[8] | LIU Zhong-yu, XIA Yang-yang, ZHANG Jia-chao, ZHU Xin-mu. One-dimensional elastic visco-plastic consolidation analysis of saturated clay considering Hansbo’s flow [J]. Rock and Soil Mechanics, 2020, 41(1): 11-22. |
[9] | WANG Gang, WEI Lin-yi, WEI Xing, ZHANG Jian-min. Permeability evolution of compacted clay during triaxial compression [J]. Rock and Soil Mechanics, 2020, 41(1): 32-38. |
[10] | WANG Pei-tao, HUANG Zheng-jun, REN Fen-hua, ZHANG Liang, CAI Mei-feng, . Research on direct shear behaviour and fracture patterns of 3D-printed complex jointed rock models [J]. Rock and Soil Mechanics, 2020, 41(1): 46-56. |
[11] | ZHAO Xiao-yan, WAN Yu-hao, ZHANG Xiao-bing. Experimental study of fragment orientation of phyllite talus at Whenchuan-Maerkang expressway [J]. Rock and Soil Mechanics, 2020, 41(1): 175-184. |
[12] | XIA Kun, DONG Lin, PU Xiao-wu, LI Lu. Earthquake response characteristics of loess tableland [J]. Rock and Soil Mechanics, 2020, 41(1): 295-304. |
[13] | 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. |
[14] | HE Peng-fei, MA Wei, MU Yan-hu, HUANG Yong-ting, DONG Jian-hua, . Experimental analysis of interfacial shear behavior of loess-mortar block and construction of constitutive model [J]. Rock and Soil Mechanics, 2019, 40(S1): 82-90. |
[15] | LI Zhi-cheng, FENG Xian-dao, SHENG Li-long, . Experimental study of deformation characteristics of pebble cushion with furrow for immersed tunnel [J]. Rock and Soil Mechanics, 2019, 40(S1): 189-194. |
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