MPM Simulation of the Installation of an Impact-Driven Pile in Dry Sand and Subsequent Axial Bearing Capacity-Reference-Cited by-同舟云学术

MPM Simulation of the Installation of an Impact-Driven Pile in Dry Sand and Subsequent Axial Bearing Capacity

Published:2024-04 Issue:4 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Galavi Vahid¹^ORCID,Martinelli Mario²^ORCID

Affiliation:

1. Senior Geotechnical Specialist, Witteveen+Bos, Blaak 16, Rotterdam 3011 TA, Netherlands; formerly, Deltares, Geo-Engineering Unit, Delft 2629 HV, Netherlands (corresponding author). ORCID: .

2. Senior Researcher, Deltares, Geo-Engineering Unit, Delft 2629 HV, Netherlands; Adjunct Research Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., 1125 Colonel By Dr., Ottawa, ON, Canada K1S 5B6. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11592

Reference46 articles.

1. Al-Kafaji I. 2013. “Formulation of a dynamic material point method (MPM) for geomechanical problems.” Ph.D. thesis Fakultät für Bau—und Umweltingenieurwissenschaften Institut für Geotechnik Univ. of Stuttgart.

2. Cone penetration tests in a virtual calibration chamber

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

4. An in-house code for studying the response of soil deposits in Mumbai city using 2-D equivalent linear and 1-D nonlinear approach

5. The material-point method for granular materials

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