Bearing Capacity of Hybrid Skirted Foundations in Silty Sand-over-Clay under Combined VHM Loading-Reference-Cited by-同舟云学术

Bearing Capacity of Hybrid Skirted Foundations in Silty Sand-over-Clay under Combined VHM Loading

Published:2024-08 Issue:8 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cheng Haojia¹^ORCID,Niu Fujun²,Zhou Mi³,Zhang Xihong⁴,Tian Yinghui⁵,Li Jinhui⁶

Affiliation:

1. Research Assistant, State Key Laboratory of Subtropical Building Science, South China Institute of Geotechnical Engineering, South China University of Technology, 381 Wushan Rd., Guangzhou 510640, China. ORCID: .

2. Professor, South China Institution of Geotechnical Engineering, School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China (corresponding author).

3. Associate Professor, School of Marine Science and Engineering, South China University of Technology, 381 Wushan Rd., Guangzhou 510640, China.

4. Senior Research Fellow, School of Civil and Mechanical Engineering, Curtin Univ., Kent St., Bentley 6102, Australia.

5. Associate Professor, Dept. of Infrastructure Engineering, Univ. of Melbourne, Parkville, VIC 3010, Australia.

6. Professor, Dept. of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9283

Reference59 articles.

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3. API (American PetroleumInstitute). 2011. Geotechnical and foundation design considerations. API RP 2GEO. Washington, DC: API.

4. Bhattacharya S. 2019. Design of foundations for offshore wind turbines. Hoboken NJ: Wiley.

5. Numerical modelling of a hybrid skirted foundation under combined loading