Investigations into the Uplift of Skirted Foundations on Clay at Varying Rates-Reference-Cited by-同舟云学术

Investigations into the Uplift of Skirted Foundations on Clay at Varying Rates

Published:2024-02 Issue:2 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Peng Maozhu¹,Tian Yinghui²,Gaudin Christophe³^ORCID

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., 11 Yok Choi Rd., Hung Hom, Hong Kong, China; formerly, Ph.D. Student, Centre for Offshore Foundation Systems and Oceans Graduate School, Univ. of Western Australia, 35 Stirling Hwy., Crawley, WA 6009, Australia.

2. ARC Future Fellow, Dept. of Infrastructure Engineering, Univ. of Melbourne, Parkville, VIC 3010, Australia (corresponding author).

3. Professor, Centre for Offshore Foundation Systems and Oceans Institute, Univ. of Western Australia, 35 Stirling Hwy., Crawley, WA 6009, Australia. ORCID: .

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-11502

Reference31 articles.

1. An Experimental Investigation of a Shallow Skirted Foundation Under Compression and Tension

2. Effect of Gapping on the Transient and Sustained Uplift Capacity of a Shallow Skirted Foundation in Clay

3. Centrifuge study of capacity of a skirted foundation under eccentric transient and sustained uplift

4. Bye A. C. Erbrich B. Rognlien and T. I. Tjelta. 1995. “Geotechnical design of bucket foundations.” In Proc. Offshore Technology Conf. Richardson TX: OnePetro.

5. Large-Deformation Numerical Modeling of Short-Term Compression and Uplift Capacity of Offshore Shallow Foundations