Geometrical Nonlinearities on the Bearing Capacity in Clay: A Validation Data Set for Numerical Tools-Reference-Cited by-同舟云学术

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Geometrical Nonlinearities on the Bearing Capacity in Clay: A Validation Data Set for Numerical Tools

Published:2024-10 Issue:10 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zwanenburg Cor¹^ORCID,Wittekoek Britt²,Alderlieste Etienne³,Martinelli Mario⁴

Affiliation:

1. Deltares, P.O. Box 177, 2600 MH, Delft, Netherlands; Faculty of Civil Engineering & Geosciences, Dept. of Geo-Engineering, Delft Univ. of Technology, Delft, Netherlands (corresponding author). ORCID: .

2. Deltares, P.O. Box 177, 2600 MH, Delft, Netherlands.

3. Deltares, P.O. Box 177, 2600 MH, Delft, Netherlands; presently, Equinor ASA, P.O. Box 3, Fornebu 1330, Norway.

4. Deltares, P.O. Box 177, 2600 MH, Delft, Netherlands; Adjunct Research Professor, Dept. Civil and Environmental Engineering, Carleton Univ., Ottawa, ON, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12104

Reference31 articles.

1. The material-point method for granular materials

2. Brinch Hansen, J. 1970. A revised and extended formula for bearing capacity, a reprint of lecture in Japan (1968). Bulletin No. 28. Lyngby, Denmark: Danish Geotechnical Institute.

3. Buisman, A. S. 1940. Grondmechanica [Soil mechanics]. [In Dutch.] Rotterdam: Balkema.

4. Two-phase Material Point Method applied to the study of cone penetration

5. Das, B. M. 2007. Shallow foundations, bearing capacity and settlement. 3rd ed. Boca Raton, FL: CRC Press.

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