Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (3): 843-853.doi: 10.16285/j.rsm.2022.0534
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Rui-song1, 2, 3, GUO Cheng-chao1, 2, 3, 4, LIN Pei-yuan1, 2, 3, WANG Fu-ming1, 2, 3, 4
CLC Number:
[1] | ZHONG Wei, ZHANG Shuai, HE Na, . Experimental study on soil arch behind anti-slide pile based on relative deformation method [J]. Rock and Soil Mechanics, 2022, 43(S2): 315-326. |
[2] | YAN Guo-qiang, YIN Yue-ping, HUANG Bo-lin, HU Lei, . Deterioration-buckling failure mechanism of consequent bedding limestone bank slope in Three Gorges Reservoir area [J]. Rock and Soil Mechanics, 2022, 43(9): 2568-2580. |
[3] | WANG Zu-xian, SHI Cheng-hua, GONG Chen-jie, CAO Cheng-yong, LIU Jian-wen, PENG Zhu, . Analytical method to estimate the influence of foundation pit excavation adjacent to the station (working shaft) on the underlying shield tunnel [J]. Rock and Soil Mechanics, 2022, 43(8): 2176-2190. |
[4] | DAI Bei-bing, LI Tian-qi, YANG Jun, LIU Feng-tao, . An experimental investigation of the fabric effect on angle of repose [J]. Rock and Soil Mechanics, 2022, 43(4): 957-968. |
[5] | XIAO Jie-fu, LI Yun-an, HU Yong, ZHANG Shen, CAI Jun-ming, . Model tests on deformation characteristics of ancient bank landslide under water level fluctuation and rainfall [J]. Rock and Soil Mechanics, 2021, 42(2): 471-480. |
[6] | ZENG Chao-feng, XUE Xiu-li, SONG Wei-wei, LI Miao-kun, BAI Ning. Mechanism of foundation pit deformation caused by dewatering before soil excavation: an experimental study [J]. Rock and Soil Mechanics, 2020, 41(9): 2963-2972. |
[7] | CHENG Yong-hui, HU Sheng-gang, WANG Han-wu, ZHANG Cheng. Study on depth effect of pressuremeter feature parameters in deep buried sand [J]. Rock and Soil Mechanics, 2020, 41(6): 1881-1886. |
[8] | WANG Guo-hui, CHEN Wen-hua, NIE Qing-ke, CHEN Jun-hong, FAN Hui-hong, ZHANG Chuan, . Impacts of pit excavation on foundation piles in deep silty soil by centrifugal model tests [J]. Rock and Soil Mechanics, 2020, 41(2): 399-407. |
[9] | YE Guan-bao, ZHENG Wen-qiang, ZHANG Zhen, . Investigation on distribution of negative friction of frictional piles in large filling sites [J]. Rock and Soil Mechanics, 2019, 40(S1): 440-448. |
[10] | JIANG Qiang-qiang, JIAO Yu-yong, SONG Liang, WANG Hao, XIE Bi-ting, . Experimental study on reservoir landslide under rainfall and water-level fluctuation [J]. Rock and Soil Mechanics, 2019, 40(11): 4361-4370. |
[11] | ZHENG Gang, LI Qing-han, HA Da, CHENG Xue-song, . Study of stress state and settlement induced by pressure relief of confined aquifers in Tianjin [J]. Rock and Soil Mechanics, 2018, 39(S2): 285-294. |
[12] | ZHAO Jian-jun, YU Jian-le, XIE Ming-li, CHAI He-jun, LI Tao, BU Fan, LIN Bing,. Physical model studies on fill embankment slope deformation mechanism under rainfall condition [J]. , 2018, 39(8): 2933-2940. |
[13] | ZHOU Ze-lin, CHEN Shou-gen, TU Peng, ZHANG Hai-sheng, . Coupling method for analyzing the influence on existing tunnel due to adjacent foundations pit excavation [J]. , 2018, 39(4): 1440-1449. |
[14] | YANG Zhong-min, GAO Yong-tao, WU Shun-chuan, ZHOU Yu, . Physical model test on large deformation mechanism and key treatment techniques of tunnel [J]. Rock and Soil Mechanics, 2018, 39(12): 4482-4492. |
[15] | GUO Hao-ran, QIAO Lan, LI Yuan. Research on the bearing performance of energy piles using an improved load-transfer model on pile-soil interface [J]. , 2018, 39(11): 4042-4052. |