Comparison of press-replace method and material point method for analysis of jacked piles

Journal article (2016)

Authors

F. Sadeghi Tehrani

N. Thi Viet Phuong

R.B.J. Brinkgreve

A.F. van Tol

DOI: https://doi.org/10.1016/j.compgeo.2016.04.017

Numerical analysis Sand Material Point Method Jacked piles Press-Replace method

To reference this document use:

http://resolver.tudelft.nl/uuid:393da8d0-38ac-427d-b849-107871054ffe

More Info

expand_more

Published Date

28-04-2016

Language

English

Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

In this study, installation of jacked piles in sand is simulated using Press-Replace Method (PRM) and Material Point Method (MPM) and the results are compared together. This comparison is important because a realistic and yet efficient simulation of installation of jacked piles is an appealing step towards the design and analysis of this type of displacement piles. It is shown that PRM as a method that is founded on small-strain finite element method can produce pile and soil responses that are in a promising agreement with those of MPM which is a finite-deformation analysis method.

Files

COGE_2288.pdf

(pdf | 7.88 Mb)

- Embargo expired in 21-09-2018

Unknown license