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Experimental and numerical investigation into the Sand/Geotextile shear interaction behaviour

Bibliography: pages 115-119.

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Bibliographic Details
Main Author: Wise, Chistopher Charles
Other Authors: Scheele, Friedrich
Format: Thesis
Language:English
Published: Department of Civil Engineering 2016
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access_status_str Open Access
author Wise, Chistopher Charles
author2 Scheele, Friedrich
author_browse Scheele, Friedrich
Wise, Chistopher Charles
author_facet Scheele, Friedrich
Wise, Chistopher Charles
author_sort Wise, Chistopher Charles
collection Thesis
description Bibliography: pages 115-119.
format Thesis
id oai:open.uct.ac.za:11427/17522
institution University of Cape Town (South Africa)
language eng
last_indexed 2026-06-10T12:34:00.978Z
license_str Not specified — see source repository
provenance_str_mv Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository
publishDate 2016
publishDateRange 2016
publishDateSort 2016
publisher Department of Civil Engineering
publisherStr Department of Civil Engineering
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source_str UCTD — University of Cape Town Open Access Repository
spelling oai:open.uct.ac.za:11427/17522 Experimental and numerical investigation into the Sand/Geotextile shear interaction behaviour Wise, Chistopher Charles Scheele, Friedrich Civil Engineering Bibliography: pages 115-119. Geotextiles are planar polymeric textile materials which are utilised in geotechnical engineering in various applications, including the reinforcement of soils which is achieved by laying geotextile sheets horizontally to carry the induced horizontal stresses. The behaviour of such reinforced soil structures (e.g. retaining walls) is determined primarily by the shear interaction between the soil and individual geotextile sheets. This dissertation presents an investigation into the shear interaction behaviour between a locally manufactured non-woven geotextile and Cape Flats sand. The literature review exposed a certain lack in understanding of the displacement and shear stress mechanisms involved in the pull-out of geotextiles from sand. Also, the prediction of either rupture or slippage failure was unclear. The shear stress at slippage failure has not previously been determined for confinements greater than 1OOkPa. The applicability of using direct shear tests (specified by the BS8006) to determine the friction parameters for design, is uncertain. Numerical techniques have been shown to be an adequate tool to analyse the pull-out mechanism of a geotextile in soil. 2016-03-07T04:08:37Z 2016-03-07T04:08:37Z 1997 Master Thesis Masters MSc (Eng) http://hdl.handle.net/11427/17522 eng application/pdf Department of Civil Engineering Faculty of Engineering and the Built Environment University of Cape Town
spellingShingle Civil Engineering
Wise, Chistopher Charles
Experimental and numerical investigation into the Sand/Geotextile shear interaction behaviour
thesis_degree_str Master's
title Experimental and numerical investigation into the Sand/Geotextile shear interaction behaviour
title_full Experimental and numerical investigation into the Sand/Geotextile shear interaction behaviour
title_fullStr Experimental and numerical investigation into the Sand/Geotextile shear interaction behaviour
title_full_unstemmed Experimental and numerical investigation into the Sand/Geotextile shear interaction behaviour
title_short Experimental and numerical investigation into the Sand/Geotextile shear interaction behaviour
title_sort experimental and numerical investigation into the sand geotextile shear interaction behaviour
topic Civil Engineering
url http://hdl.handle.net/11427/17522
work_keys_str_mv AT wisechistophercharles experimentalandnumericalinvestigationintothesandgeotextileshearinteractionbehaviour