Numerical Investigation of Sequential Strut Failure on Performance of Deep Excavations in Soft Soil-Reference-Cited by-同舟云学术

Numerical Investigation of Sequential Strut Failure on Performance of Deep Excavations in Soft Soil

Published:2020-06 Issue:6 Volume:20 Page:04020063
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Choosrithong Kamchai¹^ORCID,Schweiger Helmut F.²

Affiliation:

1. Ph.D. Candidate, Institute of Soil Mechanics, Foundation Engineering and Computational Geotechnics, Graz Univ. of Technology, Rechbauerstraße 12, 8010 Graz, Austria (corresponding author). ORCID: .

2. Professor, Institute of Soil Mechanics, Foundation Engineering and Computational Geotechnics, Graz Univ. of Technology, Rechbauerstraße 12, 8010 Graz, Austria.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001695

Reference32 articles.

1. 3D numerical investigation of the effect of wall penetration depth on excavations behavior in sand

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

3. A small-strain overlay model

4. Study of the progressive collapse mechanism of excavations retained by cantilever contiguous piles

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