Method for Estimating Fully Coupled Response of Deep Excavations in Soft Clays-Reference-Cited by-同舟云学术

Method for Estimating Fully Coupled Response of Deep Excavations in Soft Clays

Published:2023-05 Issue:5 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Uribe-Henao A. Felipe¹,Arboleda-Monsalve Luis G.²^ORCID,Ballesteros Camilo³^ORCID,Zapata-Medina David G.⁴^ORCID

Affiliation:

1. Research Assistant, Dept. of Civil, Environmental, and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816.

2. Assistant Professor, Dept. of Civil, Environmental, and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816 (corresponding author). ORCID: .

3. Research Assistant, Departamento de Ingeniería Civil, Universidad Nacional de Colombia, Sede Medellín, Medellín 050034, Colombia. ORCID: .

4. Associate Professor, Departamento de Ingeniería Civil, Universidad Nacional de Colombia, Sede Medellín, Medellín 050034, Colombia. 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-9278

Reference32 articles.

1. Numerical Simulation of Triaxial Stress Probes and Recent Stress-History Effects of Compressible Chicago Glacial Clays

2. General Theory of Three‐Dimensional Consolidation

3. Free Boundary, Fluid Flow, and Seepage Forces in Excavations

4. Callisto L. F. Maltese and F. Bertoldo. 2014. “Design of deep excavations in fine-grained soils accounting for changes in pore water pressures.” In Proc. 8th Int. Symp. Geotechnical Aspects of Underground Construction in Soft Ground 161–166. Boca Raton FL: CRS Press.

5. Clough, G. W., and B. Schmidt. 1981. “Chapter 8-Design and performance of excavations and tunnels in soft clay.” Dev. Geotech. Eng. 20: 567–634. https://doi.org/10.1016/B978-0-444-41784-8.50011-3.

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