Nanotechnology incorporation into road pavement design based on scientific principles of materials chemistry and engineering physics using new‐age (Nano) modified emulsion (NME) stabilisation/enhancement of granular materials
| dc.contributor.author | Jordaan, Gerrit Jacobus | |
| dc.contributor.author | Steyn, Wynand Jacobus Van der Merwe | |
| dc.contributor.email | wynand.steyn@up.ac.za | en_ZA |
| dc.date.accessioned | 2022-02-01T12:08:31Z | |
| dc.date.available | 2022-02-01T12:08:31Z | |
| dc.date.issued | 2021-09-14 | |
| dc.description.abstract | The use of naturally available materials not conforming to traditional specifications or standards in the base and sub-base layers of road pavement structures and stabilised with Newage (Nano) Modified Emulsions (NME) have been tested, implemented and successfully verified through Accelerated Pavement Testing (APT) in South Africa. This was made possible through the development and use of a materials design procedure addressing fundamental principles and based on scientific concepts which are universally applicable. The understanding and incorporation of the chemical interactions between the mineralogy of the materials and an NME stabilising agent (compatibility between the chemistry of the reactive agents and material mineralogy) into the design approach is key to achieving the required engineering properties. The evaluation of the stabilised materials is performed using tests indicative of the basic engineering properties (physics) of compressive strengths, tensile strengths and durability. This article describes the basic materials design approach that was developed to ensure that organofunctional nano-silane modified emulsions can successfully be used for pavement layer construction utilising naturally available materials at a low risk. The enablement of the use of naturally available materials in all pavement layers can have a considerable impact on the unit cost and lifecycle costs of road transportation infrastructure. | en_ZA |
| dc.description.department | Civil Engineering | en_ZA |
| dc.description.librarian | am2022 | en_ZA |
| dc.description.uri | https://www.mdpi.com/journal/applsci | en_ZA |
| dc.identifier.citation | Jordaan, G.J.; Steyn,W.J.v. Nanotechnology Incorporation into Road Pavement Design Based on Scientific Principles of Materials Chemistry and Engineering Physics Using New-Age (Nano) Modified Emulsion (NME) Stabilisation/Enhancement of Granular Materials. Applied Sciences 2021, 11, 8525. https://DOI.org/10.3390/app11188525. | en_ZA |
| dc.identifier.issn | 2076-3417 | |
| dc.identifier.other | 10.3390/app11188525 | |
| dc.identifier.uri | http://hdl.handle.net/2263/83574 | |
| dc.language.iso | en | en_ZA |
| dc.publisher | MDPI | en_ZA |
| dc.rights | © 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license. | en_ZA |
| dc.subject | Road pavement design | en_ZA |
| dc.subject | Design based on materials science | en_ZA |
| dc.subject | Material mineralogy | en_ZA |
| dc.subject | New-age (nano) modified emulsions (NME) | en_ZA |
| dc.subject | Naturally available materials | en_ZA |
| dc.subject | Material stabilisation | en_ZA |
| dc.subject | Basic engineering requirements | en_ZA |
| dc.subject | Unconfined compressive strengths (UCS) | en_ZA |
| dc.subject | Indirect tensile strengths (ITS) | en_ZA |
| dc.subject | Retained compressive strengths (RCT) | en_ZA |
| dc.subject | Retained tensile strengths (RTS) | en_ZA |
| dc.title | Nanotechnology incorporation into road pavement design based on scientific principles of materials chemistry and engineering physics using new‐age (Nano) modified emulsion (NME) stabilisation/enhancement of granular materials | en_ZA |
| dc.type | Article | en_ZA |
