Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays-Reference-Cited by-同舟云学术

Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays

Published:2023-07 Issue:7 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Abdi Ari Surya¹^ORCID,Ou Chang-Yu²^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology (Taiwan Tech), No. 43, Section 4, Keelung Rd., Da’an District, Taipei 106, Taiwan (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology (Taiwan Tech), No. 43, Section 4, Keelung Rd., Da’an District, Taipei 106, Taiwan. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11022

Reference42 articles.

1. A Study of the Failure Mechanism of Braced Excavations Using 3D Finite-Element Analysis

2. Stability of strutted excavations in clay

3. Brinkgreve, R., E. Engin, and W. Swolfs. 2013. PLAXIS 3D 2019 reference manual. Delft, Netherlands: PLAXIS.

4. Chen C. H. 2003. “A study on the anisotropic strength of composite soil specimen using true triaxial testing.” Master’s thesis Dept. of Civil and Construction Engineering National Taiwan Univ. of Science and Technology.

5. Factors affecting the stability of deep excavations in clay with consideration of a full elastoplastic support system

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