Bearing Capacity of a Skirted Square Footing under Eccentric Loading in Granular Soil-Reference-Cited by-同舟云学术

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Bearing Capacity of a Skirted Square Footing under Eccentric Loading in Granular Soil

Published:2024-05 Issue:5 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Das Atish K.¹^ORCID,Patra Chittaranjan²,Sobhan Khaled³^ORCID

Affiliation:

1. Dept. of Civil Engineering, National Institute of Technology Rourkela, Rourkela, Odisha 769008, India (corresponding author). ORCID: .

2. Dept. of Civil Engineering, National Institute of Technology Rourkela, Rourkela, Odisha 769008, India.

3. Dept. of Civil, Environmental, and Geomatics Engineering, Florida Atlantic Univ., Bldg. 36, 777 Glades Rd., Boca Raton, FL 33431. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9211

Reference27 articles.

1. Performance of square footing with structural skirt resting on sand

2. Bearing capacity of strip foundations with structural skirts

3. ASTM. 2006. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-17e1. West Conshohocken, PA: ASTM.

4. ASTM. 2016. Standard test method for nonrepetitive static plate load tests of soils and flexible pavement components, for use in evaluation and design of airport and highway pavements. ASTM D1196. West Conshohocken, PA: ASTM.

5. Das, B. M. 2007. Theoretical foundation engineering. Fort Lauderdale, FL: J. Ross.

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