Gentle Driving of Piles at a Sandy Site Combining Axial and Torsional Vibrations: Quantifying the Influence of Pile Installation Method on Lateral Behavior-Reference-Cited by-同舟云学术

Gentle Driving of Piles at a Sandy Site Combining Axial and Torsional Vibrations: Quantifying the Influence of Pile Installation Method on Lateral Behavior

Published:2023-11 Issue:11 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kementzetzidis Evangelos¹^ORCID,Pisanò Federico²,Tsetas Athanasios³^ORCID,Metrikine Andrei V.⁴

Affiliation:

1. Assistant Professor, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Delft 2628 CN, Netherlands. ORCID: .

2. Associate Professor, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Delft 2628 CN, Netherlands (corresponding author).

3. Postdoctoral Researcher, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Delft 2628 CN, Netherlands. ORCID: .

4. Professor, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Delft 2628 CN, Netherlands.

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-11179

Reference53 articles.

1. Lateral bearing behaviour of vibro‐ and impact‐driven large‐diameter piles in dense sand

2. Influence of installation method on static lateral response of displacement piles in sand

3. Earthquake Response of Offshore Platforms

4. Effect of the installation process on monopile lateral response

5. Seismic Soil-Pile-Structure Interaction Experiments and Analyses

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