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Compositional factors influencing permeability of Asphalt

Thesis (MEng)--Stellenbosch University, 2022.

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Main Author: Koch, Daniel Gerhardus
Other Authors: Jenkins, Kim J.
Format: Thesis
Language:en_ZA
Published: Stellenbosch : Stellenbosch University 2022
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access_status_str Open Access
author Koch, Daniel Gerhardus
author2 Jenkins, Kim J.
author_browse Jenkins, Kim J.
Koch, Daniel Gerhardus
author_facet Jenkins, Kim J.
Koch, Daniel Gerhardus
author_sort Koch, Daniel Gerhardus
collection Thesis
dc_rights_str_mv Stellenbosch University
description Thesis (MEng)--Stellenbosch University, 2022.
format Thesis
id oai:scholar.sun.ac.za:10019.1/124497
institution Stellenbosch University (South Africa)
language en_ZA
last_indexed 2026-06-10T12:41:35.993Z
license_str Other — see source repository
provenance_str_mv Harvested via OAI-PMH from SUNScholar — Stellenbosch University Repository
publishDate 2022
publishDateRange 2022
publishDateSort 2022
publisher Stellenbosch : Stellenbosch University
publisherStr Stellenbosch : Stellenbosch University
record_format dspace
source_str SUNScholar — Stellenbosch University Repository
spelling oai:scholar.sun.ac.za:10019.1/124497 Compositional factors influencing permeability of Asphalt Koch, Daniel Gerhardus Jenkins, Kim J. Stellenbosch University. Faculty of Engineering. Dept. of Civil Engineering. Fracture Energy Permeability Asphalt -- Composite materials Bituminous materials -- Fatigue Bituminous materials -- Additives UCTD Thesis (MEng)--Stellenbosch University, 2022. ENGLISH ABSTRACT: The current challenge that faces South Africa is the development of balanced asphalt mix designs. There is a tradeoff between permanent deformation and fatigue, based primarily on bituminous binder content. These challenges resulted in a significant number of premature failures in asphalt pavement layers due to moisture ingress and cracking. This study focusses on the potential of an asphalt surfacing layer to be both resistant to moisture ingress and cracking at various bituminous binder contents, within specification limits, thus addressing the main challenges that faces South Africa. The potential of an asphalt surfacing layer to be resistant to moisture ingress was evaluated by conducting High Pressure Permeability (HPP) tests, while the resistance to fracture was evaluated by conducting Semi-Circular bending (SCB) tests. This provided the value of permeability, fracture toughness and fracture energy for an asphalt surfacing layer. The results of these tests were used to evaluate the potential of an asphalt surfacing layer to be both resistant to permeability and fracture. This includes the evaluation of the Bailey Ratios and Dominant Aggregate Size Range (DASR) of the gradation of the asphalt mixture, thus investigating the inherent resistance of the gradation to be permeable. he following conclusions were made throughout this research study: I. Results indicate that an increase in the bituminous binder content, while aggregate gradation remains constant, results in a decreased value in permeability. II. Results indicate that an increase in the bituminous binder content, while aggregate gradation remains constant, results in an increase in the fracture resistance of asphalt. This might be due to the increase in bituminous binder film thickness resulting in an increased mastic stiffness to be obtained in the asphalt mixture. III. Results indicate that, unlike the fracture energy of an asphalt mixture, the fracture toughness reach a maximum value thereafter an increase in bituminous binder content results in a decrease in fracture toughness. Therefore, indicating that an optimal condition has been achieved. IV. The overall results indicate that a link exists between the permeability and fracture resistance of an asphalt surfacing layer. V. The overall results indicate that when an asphalt surfacing mixture is manufactured at the lower end of the specification limit, the asphalt becomes unstable and unpredictable. Such that the asphalt mixture, previously classified as impermeable, to now be reclassified as permeable. High variability in test results were found for the asphalt manufactured at the lower specification limit. Therefore, a situation may arise where the asphalt conforms to specification, but is unable to provide sufficient resistance to moisture ingress or fracture. VI. Results indicate that the proposed Bailey Ratio values for permeability and the porosity values of aggregate fraction ranges can be used to determine the inherent resistance to moisture ingress of an asphalt surfacing gradation. For an asphalt surface layer, this research found a connection between permeability and fracture energy. The insights reached during this research project serve as a foundation for future research on various asphalt combinations. In addition, this research proposes a change to the asphalt design technique that incorporates the Bailey Ratio values for permeability and the porosity values of aggregate fraction ranges. The asphalt design technique has been changed to allow for a new computation of the minimum, target, and maximum bituminous binder contents. AFRIKAANSE OPSOMMING: Geen opsomming beskikbaar Masters 2022-02-01T07:10:00Z 2022-04-29T09:16:23Z 2022-02-01T07:10:00Z 2022-04-29T09:16:23Z 2022-04 Thesis http://hdl.handle.net/10019.1/124497 en_ZA Stellenbosch University 179 pages application/pdf Stellenbosch : Stellenbosch University
spellingShingle Fracture Energy
Permeability
Asphalt -- Composite materials
Bituminous materials -- Fatigue
Bituminous materials -- Additives
UCTD
Koch, Daniel Gerhardus
Compositional factors influencing permeability of Asphalt
title Compositional factors influencing permeability of Asphalt
title_full Compositional factors influencing permeability of Asphalt
title_fullStr Compositional factors influencing permeability of Asphalt
title_full_unstemmed Compositional factors influencing permeability of Asphalt
title_short Compositional factors influencing permeability of Asphalt
title_sort compositional factors influencing permeability of asphalt
topic Fracture Energy
Permeability
Asphalt -- Composite materials
Bituminous materials -- Fatigue
Bituminous materials -- Additives
UCTD
url http://hdl.handle.net/10019.1/124497
work_keys_str_mv AT kochdanielgerhardus compositionalfactorsinfluencingpermeabilityofasphalt