Characterization of Wall Deflection and Ground Settlement for Irregular-Shaped Excavations with Changes in Corner Configuration-Reference-Cited by-同舟云学术

Characterization of Wall Deflection and Ground Settlement for Irregular-Shaped Excavations with Changes in Corner Configuration

Published:2023-01 Issue:1 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Abbas Qaisar¹^ORCID,Yoon Jonghyeog²,Lee Junhwan³

Affiliation:

1. Graduate Research Assistant, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodaemun-gu, Seoul 120-749, South Korea. ORCID: .

2. Graduate Research Assistant, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodaemun-gu, Seoul 120-749, South Korea.

3. Professor, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodaemun-gu, Seoul 120-749, South Korea (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002591

Reference37 articles.

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3. Brinkgreve, R., E. Engin, and H. Engin. 2010. “Validation of empirical formulas to derive model parameters for sands.” In Numerical methods in geotechnical engineering, edited by T. Benz and S. Nordal, 137–142. Boca Raton, FL: CRC Press.

4. Brinkgreve, R. B. J., S. Kumarswamy, and W. M. Swolfs, eds. 2020. PLAXIS 3D user manual. Delft, Netherlands: PLAXIS.

5. Method for Estimating System Stiffness for Excavation Support Walls

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