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The influence of various South African aggregates on the creep of concrete

The aim of this thesis is to identify which south African aggregates have an extreme effect on the creep of concrete. Eight sets of experimental data, incorporating five types of aggregate, are presented. Further secondary effects have also been identified from the experimental results. These includ...

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Main Author: Mallows, Frank Arthur
Format: Thesis
Language:English
Published: Department of Civil Engineering 2023
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access_status_str Open Access
author Mallows, Frank Arthur
author_browse Mallows, Frank Arthur
author_facet Mallows, Frank Arthur
author_sort Mallows, Frank Arthur
collection Thesis
description The aim of this thesis is to identify which south African aggregates have an extreme effect on the creep of concrete. Eight sets of experimental data, incorporating five types of aggregate, are presented. Further secondary effects have also been identified from the experimental results. These include Admixtures, Eastern Province Cement and Heat-curing. A computer program, CONVERS3, was developed in order to convert experimental results from the form of specific creep to that of creep factor, thereby making the data more accessible for comparison purposes. In order to allow for variation in cement content and age of loading, between the different test series, the partial coefficients from the CEB 1970 code recommendations were incorporated in the program. Once these variations had been allowed for, the results from the various test series were then compared in order to identify the secondary effects of Aggregate Type, Admixture, Cement Type and Heat-curing. The comparison of the test data is presented in two forms, namely, creep factor against time plots, and 300-day creep factor values. The latter were obtained by fitting a hyperbolic curve to the experimental data and thereby interpolating a value at 300 days. By comparing the experimental data, it was found that the use of an Eastern Province Ordinary Portland Cement, and the use of a P4 Admixture, both caused a 25% increase in the resulting creep factor. From the aggregates decreasing sandstone, comparisons that were made, it was found that the affected the creep of concrete in the following order of influence: Eastern Province Quartzitic Reef Quartzite, Hornfels, Granite and Dolerite.
format Thesis
id oai:open.uct.ac.za:11427/38868
institution University of Cape Town (South Africa)
language eng
last_indexed 2026-06-10T12:31:47.142Z
license_str Not specified — see source repository
provenance_str_mv Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository
publishDate 2023
publishDateRange 2023
publishDateSort 2023
publisher Department of Civil Engineering
publisherStr Department of Civil Engineering
record_format dspace
source_str UCTD — University of Cape Town Open Access Repository
spelling oai:open.uct.ac.za:11427/38868 The influence of various South African aggregates on the creep of concrete Mallows, Frank Arthur Civil engineering The aim of this thesis is to identify which south African aggregates have an extreme effect on the creep of concrete. Eight sets of experimental data, incorporating five types of aggregate, are presented. Further secondary effects have also been identified from the experimental results. These include Admixtures, Eastern Province Cement and Heat-curing. A computer program, CONVERS3, was developed in order to convert experimental results from the form of specific creep to that of creep factor, thereby making the data more accessible for comparison purposes. In order to allow for variation in cement content and age of loading, between the different test series, the partial coefficients from the CEB 1970 code recommendations were incorporated in the program. Once these variations had been allowed for, the results from the various test series were then compared in order to identify the secondary effects of Aggregate Type, Admixture, Cement Type and Heat-curing. The comparison of the test data is presented in two forms, namely, creep factor against time plots, and 300-day creep factor values. The latter were obtained by fitting a hyperbolic curve to the experimental data and thereby interpolating a value at 300 days. By comparing the experimental data, it was found that the use of an Eastern Province Ordinary Portland Cement, and the use of a P4 Admixture, both caused a 25% increase in the resulting creep factor. From the aggregates decreasing sandstone, comparisons that were made, it was found that the affected the creep of concrete in the following order of influence: Eastern Province Quartzitic Reef Quartzite, Hornfels, Granite and Dolerite. 2023-09-27T07:55:21Z 2023-09-27T07:55:21Z 1985 2023-09-27T07:11:53Z Master Thesis Masters MSc http://hdl.handle.net/11427/38868 eng application/pdf Department of Civil Engineering Faculty of Engineering and the Built Environment
spellingShingle Civil engineering
Mallows, Frank Arthur
The influence of various South African aggregates on the creep of concrete
thesis_degree_str Master's
title The influence of various South African aggregates on the creep of concrete
title_full The influence of various South African aggregates on the creep of concrete
title_fullStr The influence of various South African aggregates on the creep of concrete
title_full_unstemmed The influence of various South African aggregates on the creep of concrete
title_short The influence of various South African aggregates on the creep of concrete
title_sort influence of various south african aggregates on the creep of concrete
topic Civil engineering
url http://hdl.handle.net/11427/38868
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