Progressive collapse analysis and robustness evaluation of a propped excavation failed due to inappropriate strut removal-Reference-Cited by-同舟云学术

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Progressive collapse analysis and robustness evaluation of a propped excavation failed due to inappropriate strut removal

Published:2023-06-13 Issue:12 Volume:18 Page:6775-6801
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Yi F.,Su J.,Zheng G.,Cheng X. S.,Pei H. T.,Liu X. M.,Jia J. W.

Funder

National Natural Science Foundation of China

Research Center of Tunneling and Underground Engineering of Ministry of Education Open Science Foundation

Research and Development Program of China State Construction Engineering Corporation LTD

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-023-01929-x.pdf

Reference44 articles.

1. Architecture & Building Press, Technical Specification for Retaining and Protection of Building Foundation Excavations (JGJ 120–2012), 2012

2. Baker JW, Schubert M, Faber MH (2008) On the assessment of robustness. Struct Saf 30(3):253–267. https://doi.org/10.1016/j.strusafe.2006.11.004

3. Bovolenta R, Brencich A (2021) Effect of deep excavations and deformable retaining structures on neighboring buildings: a case study. Eng Fail Anal 122:105269. https://doi.org/10.1016/j.engfailanal.2021.105269

4. Caredda G, Porcu MC, Buitrago M, Bertolesi E, Adam JM (2022) Analysing local failure scenarios to assess the robustness of steel truss-type bridges. Eng Struct 262:114341. https://doi.org/10.1016/j.engstruct.2022.114341

5. Chen Y, Huang L, Lu Y, Deng L, Tan H (2016) Assessment of structural robustness under different events according to vulnerability. J Perform Constr Fac 30(5):4016004. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000854

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1. Progressive collapse analysis of the corner strut subsystem in a propped excavation with inadequate system safety performance;Engineering Failure Analysis;2024-06

2. Risk Management Technologies for Deep Excavations in Water-Rich Areas;Water;2024-01-18

3. A Study on the Impacts of One-Strut Failure Scenarios for Deep Excavation in Loose to Medium-Dense Sand;Sustainability;2023-07-04

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