›› 2007, Vol. 28 ›› Issue (4): 743-746.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LIU Jia-cai1, ZHAO Wei-bing2, ZAI Jin-min1, WANG Xu-dong1
CLC Number:
[1] | LUO Qing-zi, CHEN Xiao-ping, YUAN Bing-xiang, FENG De-luan, . Deformation behavior and consolidation model of soft soil under flexible lateral constraint [J]. Rock and Soil Mechanics, 2019, 40(6): 2264-2274. |
[2] | TONG Li-hong, WANG Jue, GUO Sheng-gen, ZHU Huai-long, XU Chang-jie, . One-dimensional consolidation characteristics of viscoelastic foundation with continuous drainage boundary under time- dependent loading [J]. Rock and Soil Mechanics, 2019, 40(5): 1862-1868. |
[3] | LEI Hua-yang, LIU Guang-xue, ZHOU Jun, . Bearing property and failure mode of double-layer soft clay grounds in a dredger fill site [J]. Rock and Soil Mechanics, 2019, 40(1): 260-268. |
[4] | LIU Bin, XU Hong-fa, DONG Lu, , MA Yu-qing, , LI Ke-liang, . A nonlinear rheological model of rock salt based on DS-dashpot under cyclic loading [J]. Rock and Soil Mechanics, 2018, 39(S2): 107-114. |
[5] | GUO Hong-xian, ZHOU Ding. Discussion on stability of soil nailing in excavation in soft clay [J]. Rock and Soil Mechanics, 2018, 39(S2): 398-404. |
[6] | SHI Gang, LIU Zhong-yu, LI Yong-hui. One-dimensional rheological consolidation of soft clay under cyclic loadings considering non-Darcy flow [J]. , 2018, 39(S1): 521-528. |
[7] | CHENG Xing-lei, WANG Jian-hua, WANG Zhe-xue,. Model experiment on cyclic instability process of suction anchors in soft clays [J]. , 2018, 39(9): 3285-3293. |
[8] | CHEN Chao-bin, YE Guan-lin. Development of small-strain triaxial apparatus using LVDT sensors and its application to soft clay test [J]. , 2018, 39(6): 2304-2310. |
[9] | ZHOU Ya-dong, DENG An, LU Qun, . A one-dimensional consolidation model considering large strain for unsaturated soil [J]. , 2018, 39(5): 1675-1682. |
[10] | YAN Shu-wang, ZHANG Jing-jing, TIAN Ying-hui, CHEN Hao,. Experiment and theory research on the pore pressure unloading characteristics of saturated clay under isotropic consolidation conditions [J]. , 2018, 39(3): 775-781. |
[11] | HU Xiu-qing , ZHANG Yan, FU Hong-tao, CHEN Lin, LUO Pan, NIE Yong, WANG Jun, . Effect of horizontal bidirectional coupled loads on dynamic properties of saturated soft clay [J]. , 2018, 39(3): 839-847. |
[12] | SONG Lin-hui, WANG Yu-hao, FU Lei, MEI Guo-xiong,. Test and analysis on buoyancy of underground structure in soft clay [J]. , 2018, 39(2): 753-758. |
[13] | WANG Lei, LI Lin-zhong, XU Yong-fu, XIA Xiao-he, SUN De-an,. Analysis of one-dimensional consolidation of fractional viscoelastic saturated soils with semi-permeable boundary [J]. , 2018, 39(11): 4142-4148. |
[14] | GU Ren-guo, ZOU Yu, FANG Ying-guang, HU Yu-guang, . Rheological model of soft soils using nonlinear instantaneous elastic modulus [J]. , 2018, 39(1): 237-241. |
[15] | CHEN Bo, SUN De-an, GAO You, LI Jian,. Experimental study of pore-size distribution of Shanghai soft clay [J]. , 2017, 38(9): 2523-2530. |