Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (1): 193-202.doi: 10.16285/j.rsm.2020.0664
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
YANG Zhi-hao1, 2, YUE Zu-run1, 2, FENG Huai-ping1, 2, YE Chao-liang1, 2, ZHOU Jiang-tao2, JIE Shao-long2
CLC Number:
[1] | JU Yuan-jiang, HU Ming-jian, QIN Kun-kun, SONG Bo, SUN Zi-chen, . Experimental study of filtration & fine particles migration of calcareous sand in coral reef island [J]. Rock and Soil Mechanics, 2021, 42(5): 1245-1253. |
[2] | ZHANG Le, DANG Fa-ning, GAO Jun, DING Jiu-long. Experimental study on the one-dimensional nonlinear consolidation and seepage of saturated clay considering stress history under ramp loading [J]. Rock and Soil Mechanics, 2021, 42(4): 1078-1087. |
[3] | JIANG Wen-hao, ZHAN Liang-tong. Large strain consolidation of sand-drained ground considering the well resistance and the variation of radial permeability coefficient [J]. Rock and Soil Mechanics, 2021, 42(3): 755-766. |
[4] | LI Ying, CHEN Dong, LIU Xing-wang, XIE Xi-rong, TONG Xing, ZHANG Jin-hong. Simplified calculation method of decompression dewatering for deep excavation with suspended waterproof curtain [J]. Rock and Soil Mechanics, 2021, 42(3): 826-832. |
[5] | 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. |
[6] | YANG Zhi-hao, YUE Zu-run, FENG Huai-ping, YE Chao-liang, MA De-liang, . Large scale triaxial tests on graded macadam filling and its accumulated plastic strain prediction model [J]. Rock and Soil Mechanics, 2020, 41(9): 2993-3002. |
[7] | XU Yi-qing, DENG Shao-yu, GE Qi. Prediction models for short-term and long-term pre-stress loss of anchor cable [J]. Rock and Soil Mechanics, 2020, 41(5): 1663-1669. |
[8] | 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. |
[9] | 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. |
[10] | 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. |
[11] | 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. |
[12] | 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. |
[13] | 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. |
[14] | 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. |
[15] | WANG Yu, AI Qian, LI Jian-lin, DENG Hua-feng, . Damage characteristics of sandstone under different influence factors and its unloading failure meso-morphology properties [J]. Rock and Soil Mechanics, 2019, 40(4): 1341-1350. |
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