Finite element modeling of jacked piles in clay and loose sand
Ripon Karmaker, Bipul Hawlader, Chen Wang
Dans les comptes rendus d’articles de la conférence: GeoSt. John's 2019: 72nd Canadian Geotechnical ConferenceSession: Pile Foundations
ABSTRACT: Pile jacking is one of the alternative pile installation methods to conventional dynamic installations. Jacking does not cause significant vibration or disturbance of the surrounding soil. The present study uses a Coupled Eulerian-Lagrangian (CEL) approach of finite element analysis to simulate the pile jacking process. Quasi-static penetration of a rigid pile in clay and loose sand is simulated. The simulations are performed for an undrained condition for clay and a drained condition for sand. The penetration resistance, penetration-induced radial stress, ground surface heave, and plastic shear strain resulting from pile jacking in clay and sand are compared.
Please include this code when submitting a data update: GEO2019_436
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Karmaker, Ripon, Hawlader, Bipul, Wang, Chen (2019) Finite element modeling of jacked piles in clay and loose sand in GEO2019. Ottawa, Ontario: Canadian Geotechnical Society.
@article{Karmaker_GEO2019_436,
author = Ripon Karmaker, Bipul Hawlader, Chen Wang,
title = Finite element modeling of jacked piles in clay and loose sand,
year = 2019
}
title = Finite element modeling of jacked piles in clay and loose sand,
year = 2019
}