Experimental Study of Shape and Depth Factors and Deformations of Footings in Sand-Reference-Cited by-同舟云学术

Experimental Study of Shape and Depth Factors and Deformations of Footings in Sand

Published:2023-02 Issue:2 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Janabi Firas H.¹^ORCID,Raja Rameez A.²^ORCID,Sakleshpur Venkata A.³,Prezzi Monica⁴,Salgado Rodrigo⁵

Affiliation:

1. Ph.D. Candidate, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907; Assistant Lecturer, Dept. of Civil Engineering, College of Engineering, Univ. of Babylon, Babylon, Iraq (corresponding author). ORCID: .

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

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

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

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

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-10874

Reference60 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;Antão A. N.;Comput. Geotech.,2012

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. The strength and dilatancy of sands

5. Bolton M. D. and C. K. Lau. 1989. “Scale effects in the bearing capacity of granular soils.” In Vol. 2 of Proc. 12th Int. Conf. on Soil Mechanics and Foundation Engineering 895–898. Rotterdam Netherlands: A. A. Balkema.

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1. Closure to “Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand”;Journal of Geotechnical and Geoenvironmental Engineering;2024-08