›› 2009, Vol. 30 ›› Issue (11): 3337-3341.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHAI Ju-yun,WEI Guo-xiang
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] | LI Xiao-xuan, LI Tao, PENG Li-yun, . Elastoplastic two-surface model for unsaturated cohesive soils under cyclic loading with controlled matric suction [J]. Rock and Soil Mechanics, 2020, 41(2): 552-560. |
[3] | WU Er-lu, ZHU Jun-gao, GUO Wan-li, LU Yang-yang, . Experimental study of compaction characteristics of coarse-grained soil based on gradation equation [J]. Rock and Soil Mechanics, 2020, 41(1): 214-220. |
[4] | WANG Huan, CHEN Qun, WANG Hong-xin, ZHANG Wen-ju, . Triaxial tests on fly ash with different compaction and matric suction [J]. Rock and Soil Mechanics, 2019, 40(S1): 224-230. |
[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] | ZHENG Yao-lin, ZHANG Rong-jun, ZHENG Jun-jie, DONG Chao-qiang, LU Zhan, . Experimental study of flocculation-solidification combined treatment of hydraulically dredged mud at extra high-water content [J]. Rock and Soil Mechanics, 2019, 40(8): 3107-3114. |
[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] | YAN Ya-jing, YAN Yong-shuai, ZHAO Gui-zhang, ZHANG Tai-li, SUN Qiang, . Study on moisture migration in natural slope using high-density electrical resistivity tomography method [J]. Rock and Soil Mechanics, 2019, 40(7): 2807-2814. |
[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] | WANG Peng-fei, TAN Wen-hui, MA Xue-wen, LI Zi-jian, LIU Jing-jun, WU Yang-fan, . Relationship between strength parameter and water content of fault gouge with different degrees of consolidation [J]. Rock and Soil Mechanics, 2019, 40(5): 1657-1662. |
[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] | WANG Juan-juan, HAO Yan-zhou, WANG Tie-hang. Experimental study of structural characteristics of unsaturated compacted loess [J]. Rock and Soil Mechanics, 2019, 40(4): 1351-1357. |
[15] | JIN Xiao, YANG Wen, MENG Xian-Hong, LEI Le-Le, . Deduction and application of unfrozen water content in soil based on electrical double-layer theory [J]. Rock and Soil Mechanics, 2019, 40(4): 1449-1456. |