Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S2): 205-213.doi: 10.16285/j.rsm.2021.0092
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LI Tong1, 2, CHEN Ming1, 2, YE Zhi-wei1, 2, LU Wen-bo1, 2, WEI Dong1, 2, ZHENG Xiang3
CLC Number:
[1] | ZHANG Lei, LÜ Yan-dong, WANG Bing-hui, JIN Dan-dan, ZHU Ming-xing, FANG Chen, . Laboratory study of consolidation of marine soft soil using flocculation-vacuum preloading-electro-osmosis [J]. Rock and Soil Mechanics, 2022, 43(9): 2383-2390. |
[2] | MA Li-yao, HU Bin, CHEN Yong, CUI Kai, DING Jing, . Shear-seepage properties of intact argillaceous shale under different injection water pressures [J]. Rock and Soil Mechanics, 2022, 43(9): 2515-2524. |
[3] | DING Yu, JIA Yu, WANG Xuan, ZHANG Jia-sheng, CHEN Xiao-bin, LUO Hao, ZHANG Yu, . Influence of particle size distribution and initial dry density on the characteristics of subgrade mud pumping [J]. Rock and Soil Mechanics, 2022, 43(9): 2539-2549. |
[4] | WANG Chao, WANG Yi-teng, HAN Zeng-qiang, WANG Chuan-ying, WANG Jin-chao, HU Sheng, . In-situ stress measurement technology for vertical hole based on stress relief method and its application [J]. Rock and Soil Mechanics, 2022, 43(5): 1412-1421. |
[5] | SU Xin-bin, LIAO Chen-cong, LIU Shi-ao, ZHANG Lu-lu, . Triaxial test for strength characteristics of saturated clay-structure interface based on prefabricated sliding surface [J]. Rock and Soil Mechanics, 2022, 43(10): 2852-2860. |
[6] | YIN Xiao-ka, DU Si-yi, WANG Tao-tao. Experimental study of relationship between sand liquefaction and CFG pile construction parameters [J]. Rock and Soil Mechanics, 2021, 42(9): 2518-2524. |
[7] | LIU Kang, CHEN Guo-xing, WU Qi, MA Wei-jia, QIN You, . Effects of cyclic loading directions on liquefaction characteristics of saturated coral sand [J]. Rock and Soil Mechanics, 2021, 42(7): 1951-1960. |
[8] | WANG Jing, XIAO Tao, ZHU Hong-hu, MEI Guo-xiong, LIU Zheng-yuan, WEI Guang-qing, . Study on bearing capacity of permeable pipe pile by field optical fiber monitoring [J]. Rock and Soil Mechanics, 2021, 42(7): 1961-1970. |
[9] | HUANG Na, JIANG Yu-jing, CHENG Yuan-fang, LIU Ri-cheng, . Experimental and numerical study of hydraulic properties of three-dimensional rough fracture networks based on 3D printing technology [J]. Rock and Soil Mechanics, 2021, 42(6): 1659-1668. |
[10] | ZHANG Feng-rui, JIANG An-nan, YANG Xiu-rong. Effect of pore water pressure on shear creep characteristics of serrate structural plane [J]. Rock and Soil Mechanics, 2020, 41(9): 2901-2912. |
[11] | ZHANG Xiao-ling, ZHU Dong-zhi, XU Cheng-shun, DU Xiu-li, . Research on p-y curves of soil-pile interaction in saturated sand foundation in weakened state [J]. Rock and Soil Mechanics, 2020, 41(7): 2252-2260. |
[12] | ZHANG Sheng, GAO Feng, CHEN Qi-lei, SHENG Dai-chao, . Experimental study of fine particles migration mechanism of sand-silt mixtures under train load [J]. Rock and Soil Mechanics, 2020, 41(5): 1591-1598. |
[13] | LIU Hong-bo, ZHOU Feng-xi, YUE Guo-dong, HAO Lei-chao. Propagation characteristics of thermoelastic wave in unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(5): 1613-1624. |
[14] | SHI Xu-chao, SUN Yun-de. Analysis of the evolution of excess pore water pressure in soft soil under linear unloading [J]. Rock and Soil Mechanics, 2020, 41(4): 1333-1338. |
[15] | 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. |
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