Effects of Backfill Constitutive Behavior and Soil–Geotextile Interface Properties on Deformations of Geosynthetic-Reinforced Soil Piers under Static Axial Loading-Reference-Cited by-同舟云学术

Effects of Backfill Constitutive Behavior and Soil–Geotextile Interface Properties on Deformations of Geosynthetic-Reinforced Soil Piers under Static Axial Loading

Published:2020-09 Issue:9 Volume:146 Page:04020072
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Khosrojerdi Mahsa¹,Qiu Tong²,Xiao Ming³^ORCID,Nicks Jennifer⁴^ORCID

Affiliation:

1. Geotechnical Engineer, Arup North America, 12777 W Jefferson Blvd., Los Angeles, CA 90066.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802 (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802. ORCID: .

4. Research Geotechnical Engineer, Turner-Fairbank Highway Research Center, Federal Highway Administration, 6300 Georgetown Pike, McLean, VA 22101. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002313

Reference38 articles.

1. Experimental and PIV evaluation of grain size and distribution on soil–geogrid interactions in pullout test

2. Adams M. T. K. Ketchart and J. T. Wu. 2007. “Mini pier experiments—Geosynthetic reinforcement spacing and strength as related to performance.” In Proc. Geosynthetics in Reinforcement and Hydraulic Applications. Reston VA: ASCE. https://doi.org/10.1061/40909(228)10.

3. Improved Simplified Method for Prediction of Loads in Reinforced Soil Walls

4. Geosynthetic reinforcement stiffness characterization for MSE wall design

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

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3. Physical Modelling of a Strip Footing on a Geosynthetic Reinforced Soil Wall Containing Tire Shred Subjected to Monotonic and Cyclic Loading;International Journal of Engineering;2021-10

4. Recent Advances in Metallic and Geosynthetic Reinforced Soil Walls: A Review;Lecture Notes in Civil Engineering;2021-07-13