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Soil-geogrids interaction mechanisms – role of the soil grains size and of the reinforcements bearing members

Soil-geogrids interaction mechanisms – role of the soil grains size and of the reinforcements bearing members
Soil-geogrids interaction mechanisms – role of the soil grains size and of the reinforcements bearing members
In this work the role of the soil grains size and of the bearing members of the geogrids on the soil geogrid interaction mechanisms is shown. First, a theoretical discussion of how these factors affect the resistance of the studied interfaces is presented, including different proposals for its evaluation. Pullout tests were carried out in a large box, following the guidelines of the European standard in preparation. The results of sixteen tests (that correspond to 48 samples tested) with two distinct soils and four different geogrids are presented. Virgin samples and samples without bearing members were tested. A comparison between the experimental and the theoretical results is done and the main conclusions of the study are put forward
0379-9522
5-32
Lopes, M.P.
b7e5f7d6-90d8-48cc-b991-0495445fcea4
Lopes, M.L.
dca0c06e-aaa8-47df-923f-5fa9973552ba
Lopes, M.P.
b7e5f7d6-90d8-48cc-b991-0495445fcea4
Lopes, M.L.
dca0c06e-aaa8-47df-923f-5fa9973552ba

Lopes, M.P. and Lopes, M.L. (1999) Soil-geogrids interaction mechanisms – role of the soil grains size and of the reinforcements bearing members. Revista Geotecnia, (87), 5-32.

Record type: Article

Abstract

In this work the role of the soil grains size and of the bearing members of the geogrids on the soil geogrid interaction mechanisms is shown. First, a theoretical discussion of how these factors affect the resistance of the studied interfaces is presented, including different proposals for its evaluation. Pullout tests were carried out in a large box, following the guidelines of the European standard in preparation. The results of sixteen tests (that correspond to 48 samples tested) with two distinct soils and four different geogrids are presented. Virgin samples and samples without bearing members were tested. A comparison between the experimental and the theoretical results is done and the main conclusions of the study are put forward

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More information

Published date: 1999
Additional Information: Prize Journal of the Portuguese Geotechnical Society – Geotecnia 1998/1999
Organisations: Infrastructure Group

Identifiers

Local EPrints ID: 375372
URI: http://eprints.soton.ac.uk/id/eprint/375372
ISSN: 0379-9522
PURE UUID: 090ec9b5-bac9-4f02-a7b4-464d68d175f9
ORCID for M.P. Lopes: ORCID iD orcid.org/0000-0003-0808-6307

Catalogue record

Date deposited: 23 Mar 2015 11:38
Last modified: 12 Dec 2021 03:59

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Contributors

Author: M.P. Lopes ORCID iD
Author: M.L. Lopes

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