A Contribution to pre-stressed reinforced soil

Christian Lackner; Stephan Semprich

A Contribution to pre-stressed reinforced soil

Institute of Soil Mechanics, Foundation Engineering and Computational Geotechnics (2170)

Research output: Chapter in Book/Report/Conference proceeding › Conference paper › peer-review

Abstract

In this paper pre-stressed reinforced soil is presented. Two systems are introduced and the recent state of research is commented. A two dimensional plane strain finite element analysis is performed to qualitatively demonstrate the system of constructive pre-stressed reinforced soil. Therefore an example of a typical slope with a geological known sliding plane advanced with a pre-stressed geogrid-anchor combined system is simulated. Furthermore pre-stressing reinforcement as a result of compaction is demonstrated by using a three dimensional discrete element analysis (DEM) with the Particle Flow Code. Qualitatively both systems, constructive pre-
stressing and pre-stressed reinforcing as a result of compaction, are numerically analyzed

Original language	English
Title of host publication	Proceedings of the 4th International Young Geotechnical Engineers Conference
Place of Publication	Kairo
Publisher	ISSMGE
Pages	79-82
Publication status	Published - 2009
Event	4th International Young Geotechnical Engineers Conference - Alexandria, Egypt Duration: 2 Oct 2009 → 4 Oct 2009

Conference

Conference	4th International Young Geotechnical Engineers Conference
Country/Territory	Egypt
City	Alexandria
Period	2/10/09 → 4/10/09

Treatment code (Nähere Zuordnung)

Basic - Fundamental (Grundlagenforschung)

Access to Document

lacactAccepted author manuscript, 711 KB

Prestressed reinforced Soils
Lackner, C. & Semprich, S.
1/04/08 → 31/12/12
Project: Research project

Cite this

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title = "A Contribution to pre-stressed reinforced soil",

abstract = "In this paper pre-stressed reinforced soil is presented. Two systems are introduced and the recent state of research is commented. A two dimensional plane strain finite element analysis is performed to qualitatively demonstrate the system of constructive pre-stressed reinforced soil. Therefore an example of a typical slope with a geological known sliding plane advanced with a pre-stressed geogrid-anchor combined system is simulated. Furthermore pre-stressing reinforcement as a result of compaction is demonstrated by using a three dimensional discrete element analysis (DEM) with the Particle Flow Code. Qualitatively both systems, constructive pre-stressing and pre-stressed reinforcing as a result of compaction, are numerically analyzed",

author = "Christian Lackner and Stephan Semprich",

year = "2009",

language = "English",

pages = "79--82",

booktitle = "Proceedings of the 4th International Young Geotechnical Engineers Conference",

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note = "4th International Young Geotechnical Engineers Conference ; Conference date: 02-10-2009 Through 04-10-2009",

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AU - Lackner, Christian

AU - Semprich, Stephan

PY - 2009

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N2 - In this paper pre-stressed reinforced soil is presented. Two systems are introduced and the recent state of research is commented. A two dimensional plane strain finite element analysis is performed to qualitatively demonstrate the system of constructive pre-stressed reinforced soil. Therefore an example of a typical slope with a geological known sliding plane advanced with a pre-stressed geogrid-anchor combined system is simulated. Furthermore pre-stressing reinforcement as a result of compaction is demonstrated by using a three dimensional discrete element analysis (DEM) with the Particle Flow Code. Qualitatively both systems, constructive pre-stressing and pre-stressed reinforcing as a result of compaction, are numerically analyzed

AB - In this paper pre-stressed reinforced soil is presented. Two systems are introduced and the recent state of research is commented. A two dimensional plane strain finite element analysis is performed to qualitatively demonstrate the system of constructive pre-stressed reinforced soil. Therefore an example of a typical slope with a geological known sliding plane advanced with a pre-stressed geogrid-anchor combined system is simulated. Furthermore pre-stressing reinforcement as a result of compaction is demonstrated by using a three dimensional discrete element analysis (DEM) with the Particle Flow Code. Qualitatively both systems, constructive pre-stressing and pre-stressed reinforcing as a result of compaction, are numerically analyzed

M3 - Conference paper

SP - 79

EP - 82

BT - Proceedings of the 4th International Young Geotechnical Engineers Conference

PB - ISSMGE

CY - Kairo

T2 - 4th International Young Geotechnical Engineers Conference

Y2 - 2 October 2009 through 4 October 2009

ER -

A Contribution to pre-stressed reinforced soil

Abstract

Conference

Treatment code (Nähere Zuordnung)

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Projects

Prestressed reinforced Soils

Cite this