Numerical Study on the Ground Behavior with Basal Heave during Vertical Shaft Excavation in Clays-Reference-Cited by-同舟云学术

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Numerical Study on the Ground Behavior with Basal Heave during Vertical Shaft Excavation in Clays

Published:2023-03-23 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2023
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Author:

Kang Seok-Jun¹¹²³,Hwang Hyun-Joong¹¹²³,Park Joohyun¹¹²³,Cho Gye-Chun¹¹²³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology.

2. Graduate Student, Dept. of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology.

3. Professor, Dept. of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology, Daejeon, Korea . ORCID: .

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484708.050

Reference17 articles.

1. Stability of strutted excavations in clay

2. Reliability Assessment of Basal-Heave Stability for Braced Excavations in Clay

3. Basal heave stability of supported circular excavations in clay

4. Basal heave analysis of excavations with consideration of anisotropic undrained strength of clay

5. Itasca Consulting Group, Inc. (2012). Fast lagrangian analysis of continua in 3 dimensions User’s Guide: Version 5.0. Minneapolis, USA.

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