Permanent Strain Development Dynamics for Asphalt Pavement Materials

This article gives the summary of the author’s PhD thesis supervised by Prof Dr Sc Ing Juris Rihards Naudžuns and defended on 10 November 2010 at the Riga Technical University. Introduction provides characteristics of the object of the research – asphalt concrete – from chemical, physical and mechan...

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Main Author: Viktors Haritonovs
Format: Article
Language:English
Published: RTU Press 2011-06-01
Series:The Baltic Journal of Road and Bridge Engineering
Subjects:
Online Access:https://bjrbe-journals.rtu.lv/article/view/3746
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spelling doaj-6ede876a2e9046a8a88b42afbf85ad392020-11-25T03:20:10ZengRTU PressThe Baltic Journal of Road and Bridge Engineering1822-427X1822-42882011-06-016213514310.3846/bjrbe.2011.182078Permanent Strain Development Dynamics for Asphalt Pavement MaterialsViktors Haritonovs0Transport and Traffic Science, Land Transport and Infrastructure Sector (P-06) Dept of Road and Bridge, Riga Technical university, Āzenes 16/20, 1048 Riga, LatviaThis article gives the summary of the author’s PhD thesis supervised by Prof Dr Sc Ing Juris Rihards Naudžuns and defended on 10 November 2010 at the Riga Technical University. Introduction provides characteristics of the object of the research – asphalt concrete – from chemical, physical and mechanical aspects. The current situation on the roads and in Latvian transport industry has been described, and urgency of the problem, the necessity to eliminate deficiencies and the economic effect has been substantiated. The aim and tasks of the thesis have been formulated. Chapter 1 is devoted to survey of the literature which provides new and the already known (classical) modelling methods of stress and strain of road pavement layers, as well as description of advantages and deficiencies of these methods. Chapter 2 contains description of test methods used in the Promotion thesis. Properties of experimental specimens and their raw materials have been compared. Methods of designing asphalt mixtures are described. Chapter 3 provides analysis of external factors causing asphalt concrete permanent strain – temperature and transport load. In Chapter 4, test specimens have been experimentally tested with the help of the performance testing methods (wheel tracking test, uniaxial cyclic compression test and triaxial cyclic compression test). Plastic deformations have been determined and deformation rates have been calculated. In Chapter 5, the asphalt pavement quality provision system has been developed on the basis of the analysis of the obtained results and recommendations have been provided for minimising rutting. This thesis is written in Latvian and is available on http://ortus.rtu.lv/ web page and from the author upon request.https://bjrbe-journals.rtu.lv/article/view/3746asphalt concretemodified bitumenruttingwheel tracking testequivalent single-axle loadprediction of permanent strain
collection DOAJ
language English
format Article
sources DOAJ
author Viktors Haritonovs
spellingShingle Viktors Haritonovs
Permanent Strain Development Dynamics for Asphalt Pavement Materials
The Baltic Journal of Road and Bridge Engineering
asphalt concrete
modified bitumen
rutting
wheel tracking test
equivalent single-axle load
prediction of permanent strain
author_facet Viktors Haritonovs
author_sort Viktors Haritonovs
title Permanent Strain Development Dynamics for Asphalt Pavement Materials
title_short Permanent Strain Development Dynamics for Asphalt Pavement Materials
title_full Permanent Strain Development Dynamics for Asphalt Pavement Materials
title_fullStr Permanent Strain Development Dynamics for Asphalt Pavement Materials
title_full_unstemmed Permanent Strain Development Dynamics for Asphalt Pavement Materials
title_sort permanent strain development dynamics for asphalt pavement materials
publisher RTU Press
series The Baltic Journal of Road and Bridge Engineering
issn 1822-427X
1822-4288
publishDate 2011-06-01
description This article gives the summary of the author’s PhD thesis supervised by Prof Dr Sc Ing Juris Rihards Naudžuns and defended on 10 November 2010 at the Riga Technical University. Introduction provides characteristics of the object of the research – asphalt concrete – from chemical, physical and mechanical aspects. The current situation on the roads and in Latvian transport industry has been described, and urgency of the problem, the necessity to eliminate deficiencies and the economic effect has been substantiated. The aim and tasks of the thesis have been formulated. Chapter 1 is devoted to survey of the literature which provides new and the already known (classical) modelling methods of stress and strain of road pavement layers, as well as description of advantages and deficiencies of these methods. Chapter 2 contains description of test methods used in the Promotion thesis. Properties of experimental specimens and their raw materials have been compared. Methods of designing asphalt mixtures are described. Chapter 3 provides analysis of external factors causing asphalt concrete permanent strain – temperature and transport load. In Chapter 4, test specimens have been experimentally tested with the help of the performance testing methods (wheel tracking test, uniaxial cyclic compression test and triaxial cyclic compression test). Plastic deformations have been determined and deformation rates have been calculated. In Chapter 5, the asphalt pavement quality provision system has been developed on the basis of the analysis of the obtained results and recommendations have been provided for minimising rutting. This thesis is written in Latvian and is available on http://ortus.rtu.lv/ web page and from the author upon request.
topic asphalt concrete
modified bitumen
rutting
wheel tracking test
equivalent single-axle load
prediction of permanent strain
url https://bjrbe-journals.rtu.lv/article/view/3746
work_keys_str_mv AT viktorsharitonovs permanentstraindevelopmentdynamicsforasphaltpavementmaterials
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