[1] |
WANG Chong, HU Da-wei, REN Jin-ming, ZHOU Hui, LU Jing-jing, LIU Chuan-xin, .
Influence of erosive environment on permeability and mechanical
properties of underground structures
[J]. Rock and Soil Mechanics, 2019, 40(9): 3457-3464.
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[2] |
XU Zi-gang, DU Xiu-li, XU Cheng-shun, HAN Run-bo, QIAO Lei.
Research on generalized response displacement method for seismic analysis
of underground structures with complex sections
[J]. Rock and Soil Mechanics, 2019, 40(8): 3247-3254.
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[3] |
ZHUANG Hai-yang, FU Ji-sai, CHEN Su, CHEN Guo-xing, WANG Xue-jian, .
Liquefaction and deformation of the soil foundation around a subway underground structure with a slight inclined ground surface by the shaking table test
[J]. Rock and Soil Mechanics, 2019, 40(4): 1263-1272.
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[4] |
XU Zi-gang, DU Xiu-li, XU Cheng-shun, ZHANG Chi-yu, JIANG Jia-wei.
Comparison of determination methods of site Rayleigh damping coefficients in seismic responses analysis of underground structures
[J]. Rock and Soil Mechanics, 2019, 40(12): 4838-4847.
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[5] |
SONG Lin-hui, WANG Yu-hao, FU Lei, MEI Guo-xiong,.
Test and analysis on buoyancy of underground structure in soft clay
[J]. , 2018, 39(2): 753-758.
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[6] |
CAO Hong, ZHU Dong-feng, LUO Guan-yong, PAN Hong, .
Study of anti-buoyancy calculation method for underground structures near riverside
[J]. , 2017, 38(10): 2973-2979.
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[7] |
CHEN Guo-xing , CHEN Su , ZUO Xi , QI Cheng-zhi , DU Xiu-li , WANG Zhi-hua , .
Shaking table test on seismic response of subway station structure in soft ground
[J]. , 2016, 37(2): 331-342.
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[8] |
LIU Yang-peng, HE Shao-hui, WANG Da-hai, LI Dan-yu.
Study of surrounding rock pressure calculation of deep
super-span underground structures
[J]. , 2015, 36(S2): 118-124.
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[9] |
CHEN Su ,CHEN Guo-xing ,QI Cheng-zhi ,DU Xiu-li ,WANG Zhi-hua , .
A shaking table-based experimental study of seismic response of three-arch type’s underground subway station in liquefiable ground
[J]. , 2015, 36(7): 1899-1914.
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[10] |
ZHANG Zhi-guo , YANG Yang , MOU Chun-lai , XIAO Ming , .
Discussion on seismic calculation methods of underground structure of hydropower station
[J]. , 2014, 35(S1): 319-327.
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[11] |
ZHAO Yue-tang,LUO Zhong-xing,LI Zhen-hui,CHU Cheng.
Boundary condition setting method for coupled static and dynamic response analysis of deep underground structure
[J]. , 2013, 34(5): 1495-1500.
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[12] |
WANG Su,LU De-chun,DU Xiu-li.
Research on underground structure seismic damage using static-dynamic coupling simulation method
[J]. , 2012, 33(11): 3483-3488.
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[13] |
CHEN Cong , YANG Lin-de.
Experimental research on concrete permeability of underground structure
[J]. , 2011, 32(8): 2379-2385.
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[14] |
CHEN Guo-xing, ZUO Xi, DU Xiu-li.
A simplified method of seismic response analysis of soil-underground structure system
[J]. , 2010, 31(S1): 1-7.
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[15] |
ZHAO Bao-you, MA Zhen-yue, LIANG Bing, JIN Chang-yu.
Seismic analysis of underground structures based on damaged plasticity model
[J]. , 2009, 30(5): 1515-1521.
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