Numerical simulation of geosynthetic reinforced pile supported embankments over soft ground

Research output: Chapter in Book / Conference PaperConference Paperpeer-review

Abstract

Geotechnical engineers dealing with embankment construction over soft ground encounter major challenges due to low bearing capacity and excessive settlement characteristics of soft soils. As a result, a wide range of technologies has been developed to support embankment foundations on soft ground. One such technology is the use of geosynthetic reinforced pile-supported embankments. In this paper, a numerical study is carried out to investigate the load transfer mechanism from the embankment to the geosynthetic and piles. Results show that a significant amount of embankment load is carried by the piles and the lateral effects are significant closer to the toe of the embankment, even though they are not appreciated in current practice. Four design techniques have been compared with the finite element analysis and results clearly indicate the inconsistencies in current practice.

Original languageEnglish
Title of host publicationFutures in Mechanics of Structures and Materials - Proceedings of the 20th Australasian Conference on the Mechanics of Structures and Materials, ACMSM20
Pages283-288
Number of pages6
Publication statusPublished - 2008
Externally publishedYes
Event20th Australasian Conference on the Mechanics of Structures and Materials, ACMSM20 - Toowoomba, QLD, Australia
Duration: 2 Dec 20085 Dec 2008

Publication series

NameFutures in Mechanics of Structures and Materials - Proceedings of the 20th Australasian Conference on the Mechanics of Structures and Materials, ACMSM20

Conference

Conference20th Australasian Conference on the Mechanics of Structures and Materials, ACMSM20
Country/TerritoryAustralia
CityToowoomba, QLD
Period2/12/085/12/08

Fingerprint

Dive into the research topics of 'Numerical simulation of geosynthetic reinforced pile supported embankments over soft ground'. Together they form a unique fingerprint.

Cite this