Field Data and Design Methods for Spudcan Squeezing in Weak-Over-Strong Soil Stratigraphy-Reference-Cited by-同舟云学术

Field Data and Design Methods for Spudcan Squeezing in Weak-Over-Strong Soil Stratigraphy

Published:2023-10 Issue:10 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hossain Muhammad Shazzad¹^ORCID,Kim Youngho²,Menzies David³^ORCID,Ahrendsen Bruce⁴

Affiliation:

1. Professor, Australian Research Council (ARC) Future Fellow, Centre for Offshore Foundation Systems (COFS), Oceans Graduate School, Univ. of Western Australia, 35 Stirling Hwy., Crawley, WA 6009, Australia (corresponding author). ORCID: .

2. Adjunct Senior Lecturer, Centre for Offshore Foundation Systems (COFS), Oceans Graduate School, Univ. of Western Australia, 35 Stirling Hwy., Crawley, WA 6009, Australia.

3. Head of Matthews Daniel Geotechnical Group, 757 N Eldridge Pkwy., Suite 650, Houston, TX 77079. ORCID: .

4. Senior Project Manager, Fugro USA Marine, Inc., 6100 Hillcroft Ave., Houston, TX 77081.

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-11131

Reference26 articles.

1. The strength and dilatancy of sands

2. Brown J. D. and G. G. Meyerhof. 1969. “Experimental study of bearing capacity in layered clays.” In Vol. 3 of Proc. 7th Int. Conf. on Soil Mechanics and Foundation Engineering (ICSMFE) 45–51. Mexico: International Conference on Soil Mechanics and Foundation Engineering.

3. Vertical bearing capacity factors for conical footings on sand

4. Clarom. 1993. Design guides for offshore structures: Stability and operation of jackups. Edited by P. Le Tirant and C. Pérol. Paris: Technip.

5. Dassault Systèmes. 2020. ABAQUS, EF documentation. Providence, RI: Hibbitt, Karlsson & Sorensen, Inc.

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