Factors affecting the stability of deep excavations in clay with consideration of a full elastoplastic support system-Reference-Cited by-同舟云学术

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

Published:2019-12-04 Issue:7 Volume:15 Page:1707-1722
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Do Tuan-Nghia,Ou Chang-Yu^ORCID

Funder

National Science Council

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s11440-019-00886-8.pdf

Reference33 articles.

1. AASHTO (2012) LRFD bridge design specifications

2. ACI (American Concrete Institute) (2011) Building code requirements for structural concrete (ACI 318-11) and Commentary (ACI 318R-11), Detroit

3. AISC (American Institute of Steel Construction) (2005) Specification for structural steel buildings (AISC 360-05), Illinois

4. Brinkgreve R. Plaxis 2D-user’s manual. Netherlands: Plaxis bv

5. Chadwell CB, Imbsen & Associates (2002) XTRACT-cross section analysis software for structural and earthquake engineering. California

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1. Closure to “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”;Journal of Geotechnical and Geoenvironmental Engineering;2024-07

2. A spatiotemporal feature fusion-based deep learning framework for synchronous prediction of excavation stability;Tunnelling and Underground Space Technology;2024-05

3. Basal stability analysis of braced excavations with flexible embedded walls in undrained clay;Transportation Geotechnics;2024-03

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