Physical Modeling of the Effect of Using Scaled Geosynthetic Reinforcements on Bearing Capacity and Settlement of Strip Footing-Reference-Cited by-同舟云学术

Physical Modeling of the Effect of Using Scaled Geosynthetic Reinforcements on Bearing Capacity and Settlement of Strip Footing

Published:2023-07 Issue:7 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Majidi Arman¹,Yazdi Maryam²^ORCID

Affiliation:

1. Dept. of Geotechnical Engineering, Faculty of Civil and Earth Resources Engineering, Central Tehran Branch, Islamic Azad Univ., Tehran 1469669191, Iran.

2. Assistant Professor, Dept. of Geotechnical Engineering, Faculty of Civil and Earth Resources Engineering, Central Tehran Branch, Islamic Azad Univ., Tehran 1469669191, Iran (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8141

Reference44 articles.

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2. Large model spread footing load tests on geosynthetic reinforced soil foundations;Adams M. T.;J. Geotech. Geoenviron. Eng.,1997

3. Stability of loaded footings on reinforced soil;Akinmusuru J. O.;J. Geotech. Eng. Div.,1981

4. ASTM. 2004. Standard test method for direct shear test of soils under consolidated drained conditions. ASTM D3080-04.2004. West Conshohocken, PA: ASTM.

5. ASTM. 2007. Standard test method for particle-size analysis of soils (withdrawn 2016). ASTM D422-63(2007)e2.2007. West Conshohocken, PA: ASTM.

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2. Undrained Bearing Capacity and Failure Mechanism of Strip Footings on Slopes Considering Multilayered Soils;Arabian Journal for Science and Engineering;2024-06-27