A Method for Characterizing Stiffness of a Support System for Excavation Design-Reference-Cited by-同舟云学术

A Method for Characterizing Stiffness of a Support System for Excavation Design

Published:2024-02 Issue:2 Volume:24 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. Ph.D. Student, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodaemun-gu, Seoul 120-749, Korea. ORCID: .

2. Ph.D. Student, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodaemun-gu, Seoul 120-749, Korea.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8687

Reference40 articles.

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

2. 3D numerical investigation of the effect of wall penetration depth on excavations behavior in sand

3. Benz T. 2007. “Small-strain stiffness of soils and its numerical consequences.” Ph.D. thesis Institute for Geotechnical Engineering Univ. Stuttgart.

4. A small-strain overlay model

5. 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.

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