Improved Relationships for the Pile Base Response in Sandy Soils-Reference-Cited by-同舟云学术

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Improved Relationships for the Pile Base Response in Sandy Soils

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:

Comodromos Emilios M.¹^ORCID,Randolph Mark F.²

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Thessaly, Pedion Areos, Volos 383 34, Greece (corresponding author). ORCID: .

2. Professor Emeritus, Centre of Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Hwy., Crawly, Perth WA 6009, Australia.

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-11035

Reference36 articles.

1. Baguelin F. and R. Frank. 1979. “Theoretical studies of piles using the finite element method.” In Proc. Conf. Numerical Methods in Offshore Piling 83–91. London: Institution of Civil Engineers.

2. The strength and dilatancy of sands

3. Discussion: The strength and dilatancy of sands

4. Bowles, J. E. 1996. Foundation analysis and design. 5th ed. New York: McGraw-Hill.

5. Cavity expansion in cohesive frictional soils

Cited by 1 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 PILE GEOMETRY AND SOIL SATURATION DEGREE ON POINT BEARING CAPACITY FOR BORED PILES IN SANDS;Konya Journal of Engineering Sciences;2024-02-24

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