›› 2006, Vol. 27 ›› Issue (2): 272-276.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
PAN Xiao-dong1, 2, CAI Yuan-qiang2, XU Chang-jie2, ZHANG Yun-feng3
CLC Number:
[1] | WANG Chen-lin, ZHANG Xiao-dong, DU Zhi-gang, . Experimental study of the permeability of coal specimen with pre-existing fissure under cyclic loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(6): 2140-2153. |
[2] | XIA Cai-chu, LIU Yu-peng, WU Fu-bao, XU Chen, DENG Yun-gang, . Viscoelasto-viscoplastic solutions for circular tunnel based on Nishihara model [J]. Rock and Soil Mechanics, 2019, 40(5): 1638-1648. |
[3] | 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. |
[4] | XIA Tang-dai, ZHENG Qing-qing, CHEN Xiu-liang, . Predicting excess pore water pressure under cyclic loading with regular intervals based on cumulative dynamic deviator stress level [J]. Rock and Soil Mechanics, 2019, 40(4): 1483-1490. |
[5] | ZHANG Xun, HUANG Mao-song, HU Zhi-ping, . Model tests on cumulative deformation characteristics of a single pile subjected to lateral cyclic loading in sand [J]. Rock and Soil Mechanics, 2019, 40(3): 933-941. |
[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] | 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. |
[8] | 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. |
[9] | YANG Xiao-bin, HAN Xin-xing, LIU En-lai, ZHANG Zi-peng, WANG Xiao-yao, . Experimental study on the acoustic emission characteristics of non-uniform deformation evolution of granite under cyclic loading and unloading test [J]. , 2018, 39(8): 2732-2739. |
[10] | ZHANG Wei, LI Ya, ZHOU Song-wang, JIANG Zheng-bo, WU Fei, LIANG Wen-zhou,. Experimental research on cyclic behaviors of clay in the northern region of South China Sea [J]. , 2018, 39(7): 2413-2423. |
[11] | ZHOU Ya-dong, DENG An, LU Qun, . A one-dimensional consolidation model considering large strain for unsaturated soil [J]. , 2018, 39(5): 1675-1682. |
[12] | WANG Min-min, LU Qun, GUO Shao-long, GAO Meng, SHEN Zhong-tao,. Dynamic behavior of soil with fiber and cement under cyclic loading [J]. , 2018, 39(5): 1753-1760. |
[13] | XIONG Hui, JIANG Ya-feng, YU Rong-xia. Lateral vibration impedance of piles embedded in layered soil based on Laplace transform [J]. , 2018, 39(5): 1901-1907. |
[14] | WANG Ming-yuan, WU Jin-biao , ZHANG Jian-jing, LIAO Wei-ming , YAN Kong-ming,. Development of a cyclic loading instrument for laboratory model test and its experimental study [J]. , 2018, 39(3): 1145-1152. |
[15] | 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. |