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

Published:2023-08 Issue:8 Volume:149 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. Ph.D. Candidate, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907 (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)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11324

Reference93 articles.

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

2. On the use of 1g physical models for ground movements and soil-structure interaction problems

3. Strain Localization in Sand: Plane Strain versus Triaxial Compression

4. Influence of Particle Morphology on the Friction and Dilatancy of Sand

5. Influence of Particle Morphology on 3D Kinematic Behavior and Strain Localization of Sheared Sand

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effect of Footing Geometry and Embedment on the Bearing Capacity and Collapse Mechanism of Shallow Foundations in Sand;Journal of Geotechnical and Geoenvironmental Engineering;2024-06

2. Load Response and Soil Displacement Field for a Vertically Loaded Strip Footing on Sand Underlain by a Stiff Base;Journal of Geotechnical and Geoenvironmental Engineering;2023-11

3. Bearing capacity of circular footing on sand: A critical state approach;2023-10-10

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