›› 2016, Vol. 37 ›› Issue (6): 1706-1714.doi: 10.16285/j.rsm.2016.06.022
• Geotechnical Engineering • Previous Articles Next Articles
CHEN Jun1, 2, LIU Ming-ming1, 2, LI Xing1, 2, CHEN Yi-feng1, 2, ZHOU Chuang-bing1, 2
CLC Number:
TV 642.3
[1] | GUI Yue, WU Cheng-kun, ZHAO Zhen-xing, LIU Sheng-jun, LIU Rui, ZHANG Qiu-min. Effects of microbial decomposition of organic matter on engineering properties of peat soil [J]. Rock and Soil Mechanics, 2020, 41(S1): 147-155. |
[2] | GAO Wei, HU Cheng-jie, HE Tian-yang, CHEN Xin, ZHOU Cong, CUI Shuang, . Study on constitutive model of fractured rock mass based on statistical strength theory [J]. Rock and Soil Mechanics, 2020, 41(7): 2179-2188. |
[3] | 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. |
[4] | XIAO Yao, DENG Hua-feng, LI Jian-lin, ZHI Yong-yan, XIONG Yu. The deterioration effect of fractured rock mass strengthened by grouting method under long-term immersion [J]. Rock and Soil Mechanics, 2019, 40(S1): 143-151. |
[5] | ZHI Yong-yan, DENG Hua-feng, XIAO Yao, DUAN Ling-ling, CAI Jia, LI Jian-lin. Analysis of seepage characteristics of fractured rock mass reinforced by microbial grouting [J]. Rock and Soil Mechanics, 2019, 40(S1): 237-244. |
[6] | 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. |
[7] | 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. |
[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] | 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. |
[11] | 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. |
[12] | LI Wei, WANG Zhe-chao, BI Li-ping, LIU Jie, . Representative elementary volume size for permeable property and equivalent permeability of fractured rock mass in radial flow configuration [J]. Rock and Soil Mechanics, 2019, 40(2): 720-727. |
[13] | LIU Yi-fei, ZHENG Dong-sheng, YANG Bing, ZHU Bing, SUN Ming-xiang. Microscopic simulation of influence of particle size and gradation on permeability coefficient of soil [J]. Rock and Soil Mechanics, 2019, 40(1): 403-412. |
[14] | LIU Yan-zhang, GUO Yun-lin , HUANG Shi-bing , CAI Yuan-tian , LI Kai-bing , WANG Liu-bao , LI Wei , . Study of fracture characteristics and strength loss of crack quasi-sandstone under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2018, 39(S2): 62-71. |
[15] | LI Dong-qi, LI Zong-li, Lü Cong-cong. Analysis of fracture strength of rock mass considering fissure additional water pressure [J]. , 2018, 39(9): 3174-3180. |
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