Closure to “Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand”-Reference-Cited by-同舟云学术

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Closure to “Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand”

Published:2024-08 Issue:8 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-12726

Reference22 articles.

1. Centrifugal Modeling of Bearing Capacity of Shallow Foundations on Sands

2. The strength and dilatancy of sands

3. Dilatancy and Shear Strength of Sand at Low Confining Pressures

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

5. Strain Influence Diagrams for Settlement Estimation of Square Footings on Layered Sand

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