Publisher DOI: 10.1016/j.geotexmem.2018.07.011
Title: Numerical modelling and validation of geosynthetic encased columns in soft soils with installation effect
Language: English
Authors: Nagula, Sparsha Sinduri 
Nguyen, Duc Michael 
Grabe, Jürgen 
Issue Date: Dec-2018
Source: Geotextiles and Geomembranes 6 (46): 790-800 (2018-12)
Journal or Series Name: Geotextiles and geomembranes 
Abstract (english): If the bearing capacity of the soil is not sufficient an improvement method has to be considered. In case of soft and cohesive soils the vibroreplacement technique can be used. This paper describes the numerical simulation of a group of encased granular columns under an embankment based on a real life project situated to the north of Hamburg, Germany. The soft soil creep model and the hardening soil model were used to model the behaviour of the soft clay and granular material respectively. The material parameters were determined based on laboratory tests conducted on test samples from the field. The installation effect of columns in numerically modelled based on the cavity expansion method in a 2D axis symmetric model. The results of the installation effect in terms of stress state changes in the soft soil after complete consolidation are then imported to the 3D model involving group of columns. The results of the numerical simulations are validated against field measurement data in form of vertical settlement of the ground at various locations with respect to time and horizontal deformations in the encased columns with depth.
ISSN: 02661144
Institute: Geotechnik und Baubetrieb B-5 
Type: (wissenschaftlicher) Artikel
Appears in Collections:Publications without fulltext

Show full item record

Page view(s)

Last Week
Last month
checked on Sep 26, 2020

Google ScholarTM


Add Files to Item

Note about this record


Items in TORE are protected by copyright, with all rights reserved, unless otherwise indicated.