Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (2): 337-344.doi: 10.16285/j.rsm.2022.0181
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
CHEN Ping-shan1, 2, LÜ Wei-qing2, 3, LIANG Xiao-cong1, 2, ZHOU Hong-xing1, 2, WANG Jing1, 2, MA Jia-jun4
CLC Number:
[1] | GUO Jing-zhuo, ZHENG Gang, ZHAO Lin-song, PAN Jun, ZHANG Zong-jun, ZHOU Qiang, CHENG Xue-song, . Experimental study of soil deformation and pore pressure caused by multi-row grouting [J]. Rock and Soil Mechanics, 2023, 44(3): 896-907. |
[2] | 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. |
[3] | WANG Xu-chao, ZHANG Sha-sha, ZHAO Kai-xuan, . Salt expansion characteristics and analysis model of coarse-grained sulfate saline soil embankment fill material with increasing fines content [J]. Rock and Soil Mechanics, 2022, 43(8): 2191-2202. |
[4] | 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. |
[5] | 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. |
[6] | 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. |
[7] | 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. |
[8] | WANG Luan, WANG Yun-long, YUAN Xiao-ming, DUAN Zhi-gang, LIU Hui-da, . Experimental study on liquefaction resistance of hydraulic fill coralline soils at artificial sites based on large-scale dynamic triaxial apparatus [J]. Rock and Soil Mechanics, 2021, 42(10): 2819-2829. |
[9] | 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. |
[10] | 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. |
[11] | 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. |
[12] | ZHANG Zhi-guo, HUANG Mao-song, YANG Xuan, . Analytical solution for dissipation of excess pore water pressure and soil consolidation settlement induced by tunneling under the influence of long-term leakage [J]. Rock and Soil Mechanics, 2019, 40(8): 3135-3144. |
[13] | XIA Tang-dai, ZHENG Qing-qing, CHEN Xiu-liang, . Predicting excess pore water pressure under cyclic loading with regular intervals based on cumulative dynamic deviator stress level [J]. Rock and Soil Mechanics, 2019, 40(4): 1483-1490. |
[14] | MENG Yu-han, CHEN Zheng, FENG Jian-xue, LI Hong-po, MEI Guo-xiong, . Optimization of one-dimensional foundation with sand blankets under the non-uniform distribution of initial excess pore water pressure [J]. Rock and Soil Mechanics, 2019, 40(12): 4793-4800. |
[15] | WANG Yong-hong, ZHANG Ming-yi, LIU Jun-wei, BAI Xiao-yu, . Influence of excess pore water pressure on shear strength of pile-soil interface in clayey soil [J]. , 2018, 39(3): 831-838. |
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