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May 31, 2024

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

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 150, Issue 8
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References

Dames and Moore. 1975. Geotechnical report: Atlantic generating station; engineering properties of foundation soils. AGS-PSAR Amendment. Los Angeles: Dames and Moore.
Koutsoftas, D. C., and J. A. Fischer. 1976. “In-situ undrained shear strength of two marine clays.” J. Geotech. Eng. Div. 102 (9): 989–1005. https://doi.org/10.1061/AJGEB6.0000327.
Meyerhof, G. G. 1963. “Some recent research on the bearing capacity of foundations.” Can. Geotech. J. 1 (1): 16–26. https://doi.org/10.1139/t63-003.
Selig, E. T., and R. S. Ladd. 1973. Evaluation of relative density and its role in geotechnical projects involving cohesionless soils. ASTM STP 523. West Conshohocken, PA: ASTM.
Tavenas, F. A. 1973. Evaluation of relative density and its role in geotechnical projects involving cohesionless soils. ASTM STP 523. West Conshohocken, PA: ASTM.
Tavenas, F. A., R. S. Ladd, and P. La Rochelle. 1973. Evaluation of relative density and its role in geotechnical projects involving cohesionless soils. ASTM STP 523. West Conshohocken, PA: ASTM.
Terzaghi, K., and R. B. Peck. 1967. Soil mechanics in engineering practice. New York: Wiley.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 150Issue 8August 2024

History

Received: Oct 16, 2023
Accepted: Nov 27, 2023
Published online: May 31, 2024
Published in print: Aug 1, 2024
Discussion open until: Oct 31, 2024

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Demetrious C. Koutsoftas, M.ASCE [email protected]
Independent Geotechnical Consultant, 60 Joost Ave., San Francisco, CA 91431 (corresponding author). Email: [email protected]
Independent Geotechnical Engineer, 1440 Reganti Place No. 3, Concord, CA 94518. ORCID: https://orcid.org/0009-0003-6719-1243. Email: [email protected]

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