Hydro-Mechanically Coupled Numerical Modelling on Vibratory Open-Ended Pile Driving in Saturated Sand

Vibratory pile diving with resonance-free technique is an advanced construction approach that can play an important part in underground engineering. This paper aims to propose a numerical model for this construction approach, which commonly involves soils below the groundwater table. Such simulation...

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Bibliographic Details

Published in:	Applied Sciences
Main Authors:	Jiabin Wei, Weidong Wang, Jiangbin Wu
Format:	Article
Language:	English
Published:	MDPI AG 2022-04-01
Subjects:	vibratory pile driving hydro-mechanical interaction open-ended pile pore pressure density scaling method numerical simulation
Online Access:	https://www.mdpi.com/2076-3417/12/9/4527