Assessment method for deformation and structural damage of the masonry building caused by shield tunnelling-Reference-Cited by-同舟云学术

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Assessment method for deformation and structural damage of the masonry building caused by shield tunnelling

Published:2024-07-31 Issue: Volume: Page:
ISSN:2190-5452
Container-title:Journal of Civil Structural Health Monitoring
language:en
Short-container-title:J Civil Struct Health Monit

Author:

Liu Yuan,Zhang Cheng-Cheng,Wu Huai-Na,Chen Ren-Peng,Gao Bing-Yong,Zeng Wei,Wu Wen-bin

Funder

National Natural Science Foundation of China

Youth Science and Technology Innovation Talent Project of Hunan Province

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s13349-024-00826-5.pdf

Reference40 articles.

1. Chen RP, Lin XT, Wu HN (2019) An analytical model to predict the limit support pressure on a deep shield tunnel face. Comput Geotech 115:103174. https://doi.org/10.1016/j.compgeo.2019.103174

2. Lin XT, Chen RP, Wu HN et al (2019) Three-dimensional stress-transfer mechanism and soil arching evolution induced by shield tunneling in sandy ground. Tunn Undergr Sp Tech 93:103104. https://doi.org/10.1016/j.tust.2019.103104

3. Zhang P, Chen RP, Wu HN (2019) Real-time analysis and regulation of EPB shield steering using random forest. Automat Constr 106:102860. https://doi.org/10.1016/j.autcon.2019.102860

4. Wang HL, Liu Y, Jiang Y et al (2022) A novel approach for risk assessment of building damage via metro tunnel construction. Adv Civ Eng. https://doi.org/10.1155/2022/8448223

5. Xu YS, Shen SL, Du YJ (2009) Geological and hydrogeological environment in Shanghai with geohazards to construction and maintenance of infrastructures. Eng Geol 109(3–4):241–254. https://doi.org/10.1016/j.enggeo.2009.08.009

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