Large-Deformation Finite-Element Simulation of Deformation and Strain Fields Resulting from Closed-End Displacement Pile Installation in Sand-Reference-Cited by-同舟云学术

Large-Deformation Finite-Element Simulation of Deformation and Strain Fields Resulting from Closed-End Displacement Pile Installation in Sand

Published:2023-06 Issue:6 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Fu S.¹,Yang Z. X.²^ORCID,Jardine R. J.³,Guo N.⁴^ORCID

Affiliation:

1. Postgraduate Student, Dept. of Civil Engineering, Zhejiang Univ., 866 Yuhangtang, Hangzhou 310058, China.

2. Professor, Dept. of Civil Engineering, Zhejiang Univ., 866 Yuhangtang, Hangzhou 310058, China (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, UK.

4. Professor, Dept. of Civil Engineering, Zhejiang Univ., 866 Yuhangtang, Hangzhou 310058, China. 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-10480

Reference88 articles.

1. Grain-scale experimental investigation of localised deformation in sand: a discrete particle tracking approach

2. API (American Petroleum Institute). 2014. ANSI/API recommended practice 2GEO. 1st ed. Washington, DC: API.

3. Cone penetration tests in a virtual calibration chamber

4. Arshad M. I. 2014. “Experimental study of the displacements caused by cone penetration in sand.” Ph.D. thesis Dept. of Civil Engineering Purdue Univ.

5. Experimental study of cone penetration in silica sand using digital image correlation

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