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A parametric investigation on the shear strength and bearing capacity of Cenozoic Berea Red Sand with geosynthetic reinforcements

Dissertation (MSc (Engineering Geology))--University of Pretoria, 2021.

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Other Authors: Van Rooy, J.L. (Jan Louis)
Format: Thesis
Language:English
Published: University of Pretoria 2023
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access_status_str Open Access
author2 Van Rooy, J.L. (Jan Louis)
author_browse Van Rooy, J.L. (Jan Louis)
author_facet Van Rooy, J.L. (Jan Louis)
collection Thesis
dc_rights_str_mv © 2022 University of Pretoria. All rights reserved. The copyright in this work vests in the University of Pretoria. No part of this work may be reproduced or transmitted in any form or by any means, without the prior written permission of the University of Pretoria.
description Dissertation (MSc (Engineering Geology))--University of Pretoria, 2021.
format Thesis
id oai:repository.up.ac.za:2263/89180
institution University of Pretoria (South Africa)
language English
last_indexed 2026-06-10T12:36:20.940Z
license_str Other — see source repository
provenance_str_mv Harvested via OAI-PMH from UPSpace — University of Pretoria Institutional Repository
publishDate 2023
publishDateRange 2023
publishDateSort 2023
publisher University of Pretoria
publisherStr University of Pretoria
record_format dspace
source_str UPSpace — University of Pretoria Institutional Repository
spelling oai:repository.up.ac.za:2263/89180 A parametric investigation on the shear strength and bearing capacity of Cenozoic Berea Red Sand with geosynthetic reinforcements Van Rooy, J.L. (Jan Louis) Angath, Ellisha Shear strength Bearing capacity Geosynthetic reinforcements Berea red UCTD Natural and agricultural sciences theses SDG-09 Natural and agricultural sciences theses SDG-11 Natural and agricultural sciences theses SDG-12 Dissertation (MSc (Engineering Geology))--University of Pretoria, 2021. The use of Berea Red sands can be seen extensively among civil infrastructure particularly along the eastern coast of South Africa. These cohesive soils vary in colour, composition, and strength. Despite the understanding of limited works being published on the geotechnical properties on Berea Red sands as well as the implementation of reinforcing agents to improve it, this study was undertaken to investigate the bearing capacity and shear strength of Berea Red sands with and without reinforcing agents. In addition, the concept of reinforcing materials was investigated with the probability of improving the Berea Red sands regarding the abovementioned properties, thereby displaying the novelty of this study. Deformation behaviour under an increasing compressive load of 100kPa, 200kPa and 300kPa was implemented through a suite of consolidated undrained triaxial tests. The triaxial tests provided an appropriate technique to study the effects of stress and strain correlation as well as in obtaining the parameters needed to calculate bearing capacity and shear strength. The triaxial tests compared the behaviour of Berea Red sands under reinforced and unreinforced conditions. The implementation of two different reinforcing parameters were investigated and compared with each other as well as with the original unreinforced test results. The two reinforcing agents used resembled that of a diamond mesh and a mosquito net. Different configurations and layers of reinforcement were implemented in the triaxial tests to better study its contribution and influence on the bearing capacity and shear strength of Berea Red sands. The Berea Red sand properties of bearing capacity, shear strength and strength ratio increased by the implementation of reinforcing agents as well as the increase in reinforcing layers with the 4 layer diamond mesh exhibited the best strength properties when compared to unreinforced samples and 2 layer reinforced samples, across all confining pressures (100kPa, 200kPa and 300kPa). University of Pretoria bs2026 MSc (Engineering Geology) SDG-09: Industry, innovation and infrastructure SDG-11: Sustainable cities and communities SDG-12: Responsible consumption and production 2023-02-07T07:05:42Z 2023-02-07T07:05:42Z 2023-04 2021 Dissertation * A2023 https://repository.up.ac.za/handle/2263/89180 en © 2022 University of Pretoria. All rights reserved. The copyright in this work vests in the University of Pretoria. No part of this work may be reproduced or transmitted in any form or by any means, without the prior written permission of the University of Pretoria. 107 pages application/pdf University of Pretoria
spellingShingle Shear strength
Bearing capacity
Geosynthetic reinforcements
Berea red
UCTD
Natural and agricultural sciences theses SDG-09
Natural and agricultural sciences theses SDG-11
Natural and agricultural sciences theses SDG-12
A parametric investigation on the shear strength and bearing capacity of Cenozoic Berea Red Sand with geosynthetic reinforcements
title A parametric investigation on the shear strength and bearing capacity of Cenozoic Berea Red Sand with geosynthetic reinforcements
title_full A parametric investigation on the shear strength and bearing capacity of Cenozoic Berea Red Sand with geosynthetic reinforcements
title_fullStr A parametric investigation on the shear strength and bearing capacity of Cenozoic Berea Red Sand with geosynthetic reinforcements
title_full_unstemmed A parametric investigation on the shear strength and bearing capacity of Cenozoic Berea Red Sand with geosynthetic reinforcements
title_short A parametric investigation on the shear strength and bearing capacity of Cenozoic Berea Red Sand with geosynthetic reinforcements
title_sort parametric investigation on the shear strength and bearing capacity of cenozoic berea red sand with geosynthetic reinforcements
topic Shear strength
Bearing capacity
Geosynthetic reinforcements
Berea red
UCTD
Natural and agricultural sciences theses SDG-09
Natural and agricultural sciences theses SDG-11
Natural and agricultural sciences theses SDG-12
url https://repository.up.ac.za/handle/2263/89180