›› 2014, Vol. 35 ›› Issue (1): 55-60.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHAO Ming-hua,HUO Ran,LUO Hong,ZHANG Rui
CLC Number:
[1] | LI Hong-po, CHEN Zheng, FENG Jian-xue, MENG Yu-han, MEI Guo-xiong, . Study on position optimization of horizontal drainage sand blanket of double-layer foundation [J]. Rock and Soil Mechanics, 2020, 41(2): 437-444. |
[2] | 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. |
[3] | ZHU Yan-peng, TAO Jun, YANG Xiao-hui, PENG Jun-guo, WU Qiang, . Design and numerical analyses of high-fill slope strengthened by frame with prestressed anchor-plates [J]. Rock and Soil Mechanics, 2020, 41(2): 612-623. |
[4] | 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. |
[5] | LIU Li, WU Yang, CHEN Li-hong, LIU Jian-kun, . Accuracy analysis of wetting front advancing method based on numerical simulation [J]. Rock and Soil Mechanics, 2019, 40(S1): 341-349. |
[6] | ZHANG Yu-guo, WAN Dong-yang, ZHENG Yan-lin, HAN Shuai, YANG Han-yue, DUAN Meng-meng. Analytical solution for consolidation of vertical drain under vacuum preloading considering the variation of radial permeability coefficient [J]. Rock and Soil Mechanics, 2019, 40(9): 3533-3541. |
[7] | ZHANG Zhi-guo, HUANG Mao-song, YANG Xuan, . Analytical solution for dissipation of excess pore water pressure and soil consolidation settlement induced by tunneling under the influence of long-term leakage [J]. Rock and Soil Mechanics, 2019, 40(8): 3135-3144. |
[8] | HU Ming-jian, CUI Xiang, WANG Xin-zhi, LIU Hai-feng, DU Wei, . Experimental study of the effect of fine particles on permeability of the calcareous sand [J]. Rock and Soil Mechanics, 2019, 40(8): 2925-2930. |
[9] | LI Xian, WANG Shi-ji, HE Bing-hui, SHEN Tai-yu, . Permeability condition of soil suitable for MICP method [J]. Rock and Soil Mechanics, 2019, 40(8): 2956-2964. |
[10] | MO Zhen-ze, WANG Meng-shu, LI Hai-bo, QIAN Yong-jin, LUO Gen-dong, WANG Hui, . Laboratory investigation on pore water pressure variation caused by filter cake effect during slurry-EPB shield tunneling in silty sand layer [J]. Rock and Soil Mechanics, 2019, 40(6): 2257-2263. |
[11] | YU Liang-gui, ZHOU Jian, WEN Xiao-gui, XU Jie, LUO Ling-hui, . Standard exploration of permeability coefficient test for clay by HCA [J]. Rock and Soil Mechanics, 2019, 40(6): 2293-2302. |
[12] | HE Gui-cheng, LIAO Jia-hai, LI Feng-xiong, WANG Zhao, ZHANG Qiu-cai, ZHANG Zhi-jun. A coupled thermo- pore water-mechanical model for a weak interlayer in water saturated slope and its application [J]. Rock and Soil Mechanics, 2019, 40(5): 1663-1672. |
[13] | TAO Gao-liang, WU Xiao-kang, GAN Shi-chao, XIAO Heng-lin, MA Qiang, LUO Chen-chen, . Experimental study and model prediction of permeability coefficient of unsaturated clay with different initial void ratios [J]. Rock and Soil Mechanics, 2019, 40(5): 1761-1770. |
[14] | 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. |
[15] | TANG De-qi, YU Feng, CHEN Yi-tian, LIU Nian-wu, . Model excavation tests on double layered retaining structure composed of existing and supplementary soldier piles [J]. Rock and Soil Mechanics, 2019, 40(3): 1039-1048. |
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