Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits-Reference-Cited by-同舟云学术

Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits

Published:2023-06 Issue:6 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Jamshidi Chenari Reza¹^ORCID,Bathurst Richard J.²^ORCID

Affiliation:

1. Visiting Research Fellow, Dept. of Civil Engineering, GeoEngineering Center at Queen’s-RMC, Royal Military College of Canada, Kingston, ON, Canada K7K 7B4; Associate Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Guilan, Rasht, Guilan 41996-13776, Iran. ORCID: .

2. Professor and Research Director, Dept. of Civil Engineering, GeoEngineering Centre at Queen’s-RMC, Royal Military College of Canada, Kingston, ON, Canada K7K 7B4 (corresponding author). 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-10889

Reference59 articles.

1. Geosynthetic reinforcement stiffness characterization for MSE wall design

2. Finite element analysis of geotextile-reinforced sand-bed subjected to strip loading

3. Insights into geogrid–soil interaction using a transparent granular soil

4. Influence of model type, bias and input parameter variability on reliability analysis for simple limit states in soil-structure interaction problems;Bathurst R. J.;Georisk,2017

5. Deterministic and probabilistic assessment of margins of safety for internal stability of as-built PET strap reinforced soil walls

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