Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (11): 3094-3106.doi: 10.16285/j.rsm.2021.2175
• Geotechnical Engineering • Previous Articles Next Articles
LUO Yu-long1, 2, ZHANG Xing-jie1, ZHANG Hai-bin1, SHENG Jin-chang1, ZHAN Mei-li1, WANG Hui-min1, HE Shu-yuan1
CLC Number:
[1] | WANG Ming-nian, JIANG Yong-tao, YU Li, DONG Yu-cang, DUAN Ru-yu, . Analytical solution of startup critical hydraulic gradient of fine particles migration in sandy soil [J]. Rock and Soil Mechanics, 2020, 41(8): 2515-2524. |
[2] | YANG Fu-jian, HU Da-wei, TIAN Zhen-bao, ZHOU Hui, LU Jing-jing, LUO Yu-jie, GUI Shu-qiang, . Evolution and mechanism of permeability of unconsolidated sandstone under high hydrostatic pressure compaction [J]. Rock and Soil Mechanics, 2020, 41(1): 67-77. |
[3] | WANG Ke-zhong, JIN Zhi-hao, YANG Mai-zhen, LIU Xian-liang, LIU hua, . Permeability stability study of overhang rock cofferdam during excavating foundation pit of water intake tower [J]. Rock and Soil Mechanics, 2018, 39(S2): 415-422. |
[4] | CAO Hong , XIAO Ying-ping , . Experimental study of permeability characteristics of surface soil during seepage and deformation [J]. , 2017, 38(9): 2465-2472. |
[5] | WU Meng-xi, YU Ting, ZHANG Qi,. Finite element simulation of influence of deep overburden suffusion on dam stress and deformation [J]. , 2017, 38(7): 2087-2095. |
[6] | WU Meng-xi, YE Fa-ming, ZHANG Qi,. Effect of fine grain loss on the stress-strain relationship of sand and gravel soils [J]. , 2017, 38(6): 1550-1556. |
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