Method for Probabilistic Assessment of Tunneling-Induced Damage to Surface Structures Considering Soil-Structure Interaction Effects-Reference-Cited by-同舟云学术

Method for Probabilistic Assessment of Tunneling-Induced Damage to Surface Structures Considering Soil-Structure Interaction Effects

Published:2021-12 Issue:4 Volume:7 Page:04021055
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Zhao Jinyan¹^ORCID,Franza Andrea²,DeJong Matthew J.³^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Berkeley, CA 94720. ORCID: .

2. Postdoctoral Researcher, Dept. of Engineering, Aarhus Univ., Aarhus, Jutland 8000, Denmark.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Berkeley, CA 94720 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/AJRUA6.0001175

Reference48 articles.

1. Ashworth D. 2017. “Ground surface movement behaviour influences from twin bored tunnels excavated within Longdon clay.” M.S. thesis Dept. of Engineering Univ. of Cambridge.

2. Baecher, G. B., and J. T. Christian. 2005. Reliability and statistics in geotechnical engineering. New York: Wiley.

3. Finite Element modelling of tunnelling-induced displacements on framed structures

4. Building Response to Excavation‐Induced Settlement

5. Burland, J. B., B. B. Broms, and V. F. De Mello. 1978. Behaviour of foundations and structures. Bracknell, UK: Building Research Establishment.

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