A Contribution to pre-stressed reinforced soil

Christian Lackner; Stephan Semprich

A Contribution to pre-stressed reinforced soil

Institut für Bodenmechanik, Grundbau und Numerische Geotechnik (2170)

Publikation: Beitrag in Buch/Bericht/Konferenzband › Beitrag in einem Konferenzband › Begutachtung

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

Originalsprache	englisch
Titel	Proceedings of the 4th International Young Geotechnical Engineers Conference
Erscheinungsort	Kairo
Herausgeber (Verlag)	ISSMGE
Seiten	79-82
Publikationsstatus	Veröffentlicht - 2009
Veranstaltung	4th International Young Geotechnical Engineers Conference - Alexandria, Ägypten Dauer: 2 Okt. 2009 → 4 Okt. 2009

Konferenz

Konferenz	4th International Young Geotechnical Engineers Conference
Land/Gebiet	Ägypten
Ort	Alexandria
Zeitraum	2/10/09 → 4/10/09

Treatment code (Nähere Zuordnung)

Basic - Fundamental (Grundlagenforschung)

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lacactAkzeptiertes Autorenmanuskript, 711 KB

Prestressed reinforced Soils
Lackner, C. & Semprich, S.
1/04/08 → 31/12/12
Projekt: Forschungsprojekt

Dieses zitieren

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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",

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AU - Semprich, Stephan

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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

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EP - 82

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

PB - ISSMGE

CY - Kairo

T2 - 4th International Young Geotechnical Engineers Conference

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ER -

A Contribution to pre-stressed reinforced soil

Abstract

Konferenz

Treatment code (Nähere Zuordnung)

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Projekte

Prestressed reinforced Soils

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