Framework to Enable Regional 3D Probabilistic Assessment of Excavation Induced Structural Damage Using a Monte-Carlo Method-Reference-Cited by-同舟云学术

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Framework to Enable Regional 3D Probabilistic Assessment of Excavation Induced Structural Damage Using a Monte-Carlo Method

Published:2023-07-20 Issue: Volume: Page:
ISSN:
Container-title:Geo-Risk 2023
language:
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Author:

Zhao Jinyan¹²³,Ritter Stefan¹²³,DeJong Matthew J.¹²³

Affiliation:

1. Ph.D. Student, Structural Engineering, Mechanics, and Materials, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA.

2. Onshore Foundation Section, Norwegian Geotechnical Institute, Oslo, Norway.

3. Structural Engineering, Mechanics, and Materials, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484982.004

Reference19 articles.

1. Building Response to Excavation‐Induced Settlement

2. Cracking in Walls of a Building Adjacent to a Deep Excavation

3. Burland, J. B., Mair, R. J., and Standing, J. R. (2004). Ground Performance and Building Response Due to Tunnelling. In Advances in geotechnical engineering: The Skempton conference: Proceedings of a three day conference on advances in geotechnical engineering, organized by the Institution of Civil Engineers and held at the Royal Geographical Society, London, UK, on 29–31 March 2004 (pp. 291–342). Thomas Telford Publishing.

4. Finite-Element Investigation of Excavation-Induced Settlements of Buildings and Buried Pipelines

5. Development of a probability based load criterion for American National Standard A58

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