The Mechanism of Ground Subsidence Induced by EPB Tunneling in Sand and Cobble Stratum-Reference-Cited by-同舟云学术

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The Mechanism of Ground Subsidence Induced by EPB Tunneling in Sand and Cobble Stratum

Published:2013-10-09 Issue: Volume: Page:
ISSN:
Container-title:IACGE 2013
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Author:

Gao Mingzhong,Zhang Ru,Wang Man

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784413128.053

Reference18 articles.

1. Hu Qian. Feasibility analysis of shield driving method used in interzone tunnel in Chengdu metro[D] Southwest Jiaotong University Chengdu 2006.

2. Wang Shuhua. EPB TBM adaptable for sand and cobble stratum in chengdu city[J]. Modern tunneling technology 2009 46(1): 73-77.

3. Zhang Zhaohuang. Full face TBM and the broken rock theory by its cutter[M]. China railway publishing house Beijing 2003.

4. Huang Xujiu. Discussion on ShieldMachine Development[J]. Equipment Manufacturing Technology 2006 34(2): 3-7.

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. The Effect of Seismic Load on TBM Structures for Metro Line 3 in Hanoi, Vietnam;Engineering, Technology & Applied Science Research;2024-02-08

2. Estimating Earth Pressure during Tunneling in Gravel-cobble Stratum by Considering Sensor-particle Size Effect;KSCE Journal of Civil Engineering;2023-04-20

3. Surface subsidence of pit-in-pit foundation in sand–cobble stratum in Beijing area;Proceedings of the Institution of Civil Engineers - Ground Improvement;2019-05

4. The mechanism of hysteretic ground settlement caused by shield tunneling in mixed-face conditions;Geomechanics and Geophysics for Geo-Energy and Geo-Resources;2017-09-18

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