Modeling Wall Deformation During the Construction of Metro Line 1 (Ho Chi Minh City) Using an Inferred Soil Modulus Derived from SPT Values-Reference-Cited by-同舟云学术

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Modeling Wall Deformation During the Construction of Metro Line 1 (Ho Chi Minh City) Using an Inferred Soil Modulus Derived from SPT Values

Published:2023-11-10 Issue: Volume: Page:
ISSN:
Container-title:2023 8th International Scientific Conference on Applying New Technology in Green Buildings (ATiGB)
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Author:

Bui Luc Manh¹,Wu Li²,Cheng Yao²,Nguyen Chau Lan³,Do Tuan-Nghia⁴,Nguyen Van Thang⁴

Affiliation:

1. China University of Geosciences (Wuhan)),Faculty of Engineering,Wuhan,Hubei,China

2. China University of Geosciences,Faculty of Engineering,Wuhan,Hubei,China

3. University of Transport and communications,Civil engineering Faculty,Hanoi,Vietnam

4. Thuyloi University,Faculty of Civil engineering,Hanoi,Vietnam

Publisher

IEEE

Link

http://xplorestaging.ieee.org/ielx7/10364335/10364347/10364555.pdf?arnumber=10364555

Reference14 articles.

1. Prediction and Interpretation of the Performance of a Deep Excavation in Berlin Sand

2. Three-Dimensional Finite Element Analysis of Deep Excavations

3. A case study on the behaviour of a deep excavation in sand

4. Back-analysis of an embedded retaining wall with a stabilizing base slab

5. Studies of the influence of non-linear stress–strain characteristics in soil–structure interaction

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