Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (12): 3565-3576.doi: 10.16285/j.rsm.2022.1907
• Geotechnical Engineering • Previous Articles Next Articles
YING Hong-wei1, 2, XIONG Yi-fan1, SHEN Hua-wei3, WEI Feng4, LI Bing-he5, LÜ Wei1
CLC Number:
[1] | BAI Shi-yu, WANG Wen-jun, XIE Xin-yu, ZHU De-liang, . Experimental study on HS-small model parameters of soil considering disturbance and its application in foundation pit engineering [J]. Rock and Soil Mechanics, 2023, 44(1): 206-216. |
[2] | MO Pin-qiang, LIU Yao, HUANG Zi-feng, TENG Hong-bo, CHEN Bin, TAO Xiang-ling, . Compatibility of deformation and spatial effects for retaining pile, crown beam and braces under complex retaining conditions of deep foundation pit [J]. Rock and Soil Mechanics, 2022, 43(9): 2592-2601. |
[3] | LU Liang, HE Lin-yao, WANG Zong-jian, KATSUHIKO ARAI, . Partition calculation theory of horizontal displacement in reinforced earth retaining wall under earthquake [J]. Rock and Soil Mechanics, 2021, 42(2): 401-410. |
[4] | ZHAO Jiu-bin, LIU Yuan-xue, HE Shao-qi, YANG Jun-tang, BAI Zhun, . Mathematical statistical model of horizontal displacement and rainfall of step deformation landslide in Three Gorges reservoir area [J]. Rock and Soil Mechanics, 2020, 41(S1): 305-311. |
[5] | YAO Hong-bo, LI Bing-he, TONG Lei, LIU Xing-wang, CHEN Wei-lin. Analysis of metro tunnel deformation by upper excavation unloading considering spatial effect in soft soil [J]. Rock and Soil Mechanics, 2020, 41(7): 2453-2460. |
[6] | HE Lei, ZHANG Yang, MA Shan-qing, . A study on the calculation method of horizontal displacement of adjacent tunnels caused by static pressure sinking piles [J]. Rock and Soil Mechanics, 2020, 41(11): 3740-3747. |
[7] | DING Zhi, ZHANG Xiao, JIN Jie-ke, WANG Li-zhong, . Measurement analysis on whole excavation of foundation pit and deformation of adjacent metro tunnel [J]. Rock and Soil Mechanics, 2019, 40(S1): 415-423. |
[8] | SHEN Hong, LI Xiao, LEI Mei-qing, XU Wen-bo, YU Xiu-ling, . Conception and model test of shear bond supporting system [J]. Rock and Soil Mechanics, 2019, 40(7): 2574-2580. |
[9] | LIU Nian-wu, CHEN Yi-tian, GONG Xiao-nan, YU Ji-tao, . Analysis of deformation characteristics of foundation pit of metro station and adjacent buildings induced by deep excavation in soft soil [J]. Rock and Soil Mechanics, 2019, 40(4): 1515-1525. |
[10] | ZHANG Xiao, XIAO Jun-hua, NONG Xing-zhong, GUO Jia-qi, WU Nan, . Analysis of influenced zone of foundation pit excavation adjacent to bridge pile foundation using HS-Small constitutive model [J]. Rock and Soil Mechanics, 2018, 39(S2): 263-273. |
[11] | ZHOU Yong, LING Yong-qiang, YANG Xiao-hui, . Relationship between the displacement and stability of pile anchor retaining structure considering additional stress [J]. , 2018, 39(8): 2913-2921. |
[12] | ZHANG Yu-wei, XIE Yong-li, WENG Mu-sheng,. Centrifugal test on influence of asymmetric foundation excavation to an underlying subway tunnel [J]. , 2018, 39(7): 2555-2562. |
[13] | WANG Zheng-zhen, GONG Wei-ming, DAI Guo-liang,WANG Xiao-yang, LI Liang-liang, XIAO Gang,. Field test on composite foundation with thick cushion and sand pile group [J]. , 2018, 39(10): 3755-3762. |
[14] | WANG Li-feng,PANG Jin,XU Yun-fu,YANG Kai-fang,. Influence of foundation pit excavation on adjacent metro tunnels [J]. , 2016, 37(7): 2004-2010. |
[15] | ZHANG Chang-guang, ZENG Kai-hua, . Comparisons of spatial-effect approaches for tunnel excavation using convergence-confinement method [J]. , 2016, 37(5): 1417-1424. |
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