[1] |
ZHANG Zhi-guo, LI Sheng-nan, ZHANG Cheng-ping, WANG Zhi-wei, .
Analysis of stratum deformation and lining response induced by shield construction considering influences of underground water level rise and fall
[J]. Rock and Soil Mechanics, 2019, 40(S1): 281-296.
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[2] |
MO Zhen-ze, WANG Meng-shu, LI Hai-bo, QIAN Yong-jin, LUO Gen-dong, WANG Hui, .
Laboratory investigation on pore water pressure variation caused by filter cake effect during slurry-EPB shield tunneling in silty sand layer
[J]. Rock and Soil Mechanics, 2019, 40(6): 2257-2263.
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[3] |
YANG Gong-biao, ZHANG Cheng-ping, MIN Bo, CAI Yi, .
Elastic solution of soil displacement induced by shallow circular tunnel with a cavern in a stratum using function of complex variable method
[J]. Rock and Soil Mechanics, 2018, 39(S2): 25-36.
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[4] |
WANG Jun, WANG Chuang, HE Chuan, HU Xiong-yu, JIANG Ying-chao,.
Heading stability analysis of EPB shield tunnel in sandy cobble ground using laboratory test and 3D DEM simulation
[J]. , 2018, 39(8): 3038-3046.
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[5] |
WEI Gang, LIN Xiong, JIN Rui, DING Zhi,.
Security discrimination of adjacent underground pipelines during the construction of twin shield tunnels
[J]. , 2018, 39(1): 181-190.
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[6] |
HUANG Xiao-kang, LU Kun-lin, ZHU Da-yong,.
Simulation test study of deformations of pipelines located at different geometric positions arising from shield tunneling
[J]. , 2017, 38(S1): 123-130.
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[7] |
YUE Shao-lin, BAI Wei, WU Ming-jiang, LIN Rong-bing, CHEN Jin, ZHAO Ya-feng,.
Effect of sand-mud ratio on heterogeneous dredger fill soil and particle distribution under deposited deadweight
[J]. , 2017, 38(S1): 233-239.
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[8] |
ZHANG Xiao-qing, ZHANG Meng-xi, LI Lin, LI Wu-xiang, WANG You-cheng,.
Mechanism of approaching construction disturbance caused by multi-line overlapped shield tunnelling
[J]. , 2017, 38(4): 1133-1140.
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[9] |
ZHU Cai-hui, LI Ning.
Estimation method and laws analysis of surface settlement due to tunneling
[J]. , 2016, 37(S2): 533-542.
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[10] |
ZHANG Qiong-fang, XIA Tang-dai, DING Zhi, HUANG Xiao-bin, LIN Cun-gang,.
Effect of nearby undercrossing tunneling on the deformation of existing metro tunnel and construction control
[J]. , 2016, 37(12): 3561-3568.
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[11] |
CHEN Ren-peng , YIN Xin-sheng , TANG Lü-jun , CHEN Yun-min , .
Centrifugal model tests of tunneling face failure
under seepage flow
[J]. , 2015, 36(S1): 225-229.
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[12] |
CUI Qing-long , SHEN Shui-long , WU Huai-na , XU Ye-shuang , .
Field investigation of deep excavation of metro station on surrounding ground
in karst region of Guangzhou
[J]. , 2015, 36(S1): 553-557.
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[13] |
CAI Hai-bing , PENG Li-min , ZHENG Teng-long,.
A method for predicting ground surface settlement in the artificial thawing period of tunnel horizontally frozen wall
[J]. , 2015, 36(12): 3516-3522.
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[14] |
LI Xue,ZHOU Shun-hua,WANG Pei-xin,LI Xiao-long.
Study of distribution law of earth pressure acting on shield tunnel lining based on in-situ data
[J]. , 2014, 35(S2): 453-459.
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[15] |
ZHANG Dong-mei , ZONG Xiang , HUANG Hong-wei , .
Longitudinal deformation of existing tunnel due to underlying shield tunneling
[J]. , 2014, 35(9): 2659-2666.
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