Effect of Footing Geometry and Embedment on the Bearing Capacity and Collapse Mechanism of Shallow Foundations in Sand-Reference-Cited by-同舟云学术

Effect of Footing Geometry and Embedment on the Bearing Capacity and Collapse Mechanism of Shallow Foundations in Sand

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:

Raja Rameez A.¹^ORCID,Sakleshpur Venkata A.²^ORCID,Prezzi Monica³,Salgado Rodrigo⁴

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, National Univ. of Sciences and Technology, MCE Campus, Risalpur 24080, Pakistan (corresponding author). ORCID: .

2. Ph.D. Candidate, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907. ORCID: .

3. Professor of Civil Engineering, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

4. Charles Pankow Professor in Civil Engineering, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11802

Reference52 articles.

1. An upper bound-based solution for the shape factors of bearing capacity of footings under drained conditions using a parallelized mixed f.e. formulation with quadratic velocity fields

2. Arshad M. I. 2014. “Experimental study of the displacements caused by cone penetration in sand.” Ph.D. dissertation Lyles School of Civil Engineering Purdue Univ.

3. Experimental study of cone penetration in silica sand using digital image correlation

4. Bishop A. W. 1961. “Discussion on soil properties and their measurement.” In Vol. 3 of Proc. 5th Int. Conf. on Soil mechanics and Foundation Engineering 92–100. Paris: Dunod.

5. The strength and dilatancy of sands

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