High-strain dynamic model of large-diameter pipe piles with soil plug for vertical vibration analysis-Reference-Cited by-同舟云学术

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High-strain dynamic model of large-diameter pipe piles with soil plug for vertical vibration analysis

Published:2024-06 Issue: Volume: Page:
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Tu Yuan,El Naggar M.H.^ORCID,Wang Kuihua,Wu Wenbing,Wen Minjie

Funder

National Natural Science Foundation of China

Zhejiang Province Natural Science Foundation

Publisher

Elsevier BV

Reference60 articles.

1. A full-scale field study for performance evaluation of axially loaded large-diameter cylinder piles with pipe piles and PSC piles;Abu-Farsakh;Acta Geotech.,2017

2. Interpretation of dynamic pile load testing for open-ended tubular piles using finite-element method;Aghayarzadeh;Int. J. GeoMech.,2020

3. Analytical models of impact force-time response generated from high strain dynamic load test on driven and helical piles;Alwalan;Comput. Geotech.,2020

4. Finite element analysis of helical piles subjected to axial impact loading;Alwalan;Comput. Geotech.,2020

5. Dynamic and static load testing of model piles driven into dense sand;Bruno;J. Geotech. Geoenviron. Eng.,1999

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