Analytical Model for Laterally Loaded Soil-Extended Pile Shaft Applied to Verifying the Applicability of Lateral PS Method-Reference-Cited by-同舟云学术

Analytical Model for Laterally Loaded Soil-Extended Pile Shaft Applied to Verifying the Applicability of Lateral PS Method

Published:2021-10 Issue:10 Volume:147 Page:04021103
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wu Juntao¹^ORCID,El Naggar M. Hesham²,Wang Kuihua³^ORCID

Affiliation:

1. Postdoctoral, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. ORCID: .

2. Professor, Geotechnical Research Centre, Univ. of Western Ontario, London, ON, Canada N6A 5B9.

3. Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002636

Reference32 articles.

1. Dynamic analysis of a laterally loaded pile in a transversely isotropic multilayered half-space

2. Dynamic response of a laterally loaded fixed-head pile group in a transversely isotropic multilayered half-space

3. Apsel R. J. 1979. “Dynamic Green’s functions for layered media and applications to boundary-value problems.” Ph.D. thesis Dept. of Applied Mechanics and Engineering Sciences Univ. of California San Diego.

4. Nondestructive Evaluation of Existing Deep Foundations

5. Horizontal and rotational impedances for radially inhomogeneous soil media

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