Closure to “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

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

Published:2024-07 Issue:7 Volume:150 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

Affiliation:

1. Postdoctoral Fellow, 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 City 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 City 106, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12521

Reference24 articles.

1. Evaluation of cross wall performance on restraining the wall displacement and resisting the basal heave in deep excavations

2. Failure Investigation of Braced Excavation in Soft Clays: Case Study on the Collapse of Nicoll Highway

3. Abdi A. S. and C. Y. Ou. 2023c. “Numerical evaluation on the performance of deep excavation with the strut-free retaining system in clays.” In Proc. 10th European Conf. on Numerical Methods in Geotechnical Engineering. London: International Society for Soil Mechanics and Geotechnical Engineering.

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

5. Stability of strutted excavations in clay

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