A Framework for Analyzing the Stability of Geosynthetic Reinforced Soil Walls under Unsaturated Conditions-Reference-Cited by-同舟云学术

A Framework for Analyzing the Stability of Geosynthetic Reinforced Soil Walls under Unsaturated Conditions

Published:2024-06 Issue:6 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rajabian Ahmad¹^ORCID,Vahedifard Farshid²^ORCID,Leshchinsky Dov³^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Shiraz Branch, Islamic Azad Univ., Shiraz 7198774731, Iran. ORCID: .

2. Professor and Louis Berger Chair, Dept. of Civil and Environmental Engineering, Tufts Univ., Medford, MA 02155 (corresponding author). ORCID: .

3. Emeritus Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716; Partner, ADAMA Engineering, 12042 SE Sunnyside Rd., Clackamas, OR 97015. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12069

Reference40 articles.

1. AASHTO. 2007. LRFD bridge design specifications. 4th ed. Washington, DC: AASHTO.

2. AASHTO. 2020. LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

3. Effect of Tension Crack Formation on Active Earth Pressure Encountered in Unsaturated Retaining Wall Backfills

4. A new working stress method for prediction of reinforcement loads in geosynthetic walls

5. The influence of facing stiffness on the performance of two geosynthetic reinforced soil retaining walls

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