scispace - formally typeset
Search or ask a question
Author

Mohammad Taghipoor

Other affiliations: University of Gilan
Bio: Mohammad Taghipoor is an academic researcher from Tarbiat Modares University. The author has contributed to research in topics: Asphalt & Asphalt concrete. The author has an hindex of 5, co-authored 8 publications receiving 140 citations. Previous affiliations of Mohammad Taghipoor include University of Gilan.

Papers
More filters
Journal ArticleDOI
TL;DR: In this article, the effects of waste materials as filler on the performance of hot mix asphalt (HMA) mixtures were investigated and the optimum asphalt binder content was determined for each mixture.
Abstract: It has been recognised with growing concern that agricultural and industrial wastes are increasingly produced in large volume. In order to reduce environmental hazards and conserve natural resources, the use of waste materials in highway pavements would be extremely effective in terms of recycling waste materials. The main purpose of this study was to investigate the effects of waste materials as filler on the performance of hot mix asphalt (HMA) mixtures. HMA mixtures containing waste glass powder (WGP), waste brick powder (WBP), rice husk ash (RHA) and stone dust (control mixture) were fabricated and the optimum asphalt binder content was determined for each mixture. The properties of HMA mixtures were investigated by Marshall, indirect tensile stiffness modulus and indirect tensile fatigue tests. The results indicated that WGP and WBP mixtures exhibited higher fatigue life and better performance than other mixtures. In addition, it was determined that there was no considerable difference in the perform...

118 citations

Journal ArticleDOI
TL;DR: Semi-flexible pavement (SFP) as discussed by the authors is a new pavement technology consisting of open-graded asphalt concrete with a high air void content filled by injecting special grouting materials.

55 citations

Journal ArticleDOI
TL;DR: In this article, a two-stage treatment was applied on coarse RCA materials in order to improve their properties, which consisted of first soaking RCAs in Hydrochloric Acid (HCl), and then impregnating the treated RCAs into Calcium Metasilicate (CM).
Abstract: Recycled Concrete Aggregate (RCA) is considered to be a potential substitute for natural aggregates in asphalt mixtures. Despite some contradictory results achieved by researchers, it is believed that RCA treatment can improve quality of recycled asphalt mixes considerably. In this research, a two-stage treatment was applied on coarse RCA materials in order to improve their properties. The treatment was consisted of first soaking RCAs in Hydrochloric Acid (HCl); second impregnating the treated RCAs into Calcium Metasilicate (CM). The pores of RCAs were filled with CM particles. Substituting virgin aggregates with different amounts of coarse RCA materials into HMA resulted in increased tensile properties of mixes as tested in indirect tensile fatigue test (ITFT). The treatments resulted in reduced moisture sensitivity of mixes. The improvements were mostly attributed to the reduced water absorption of RCA materials. Moreover, morphological characteristics of the treated coarse RCA materials were determined using Scanning Electron Microscopy (SEM) photography.

26 citations

Journal ArticleDOI
TL;DR: In this paper, the effect of using different additives in previous researches on fatigue parameters of asphalt mix was analyzed and the results of this research indicate positive effect of these additives on improving fatigue behavior.

23 citations

Journal ArticleDOI
Abstract: In recent years the use of additives in asphalt mixtures has increased to strengthen them against dynamic loads considerably. New researches have shown that the optimal use of waste glass in hot mix asphalt mixtures increases its dynamic characteristics dramatically. The purpose of this study is to predict the impact of temperature and stress on the glasphalt mixture rutting behavior. In order to achieve the objectives of this study, ABAQUS software has been used. To achieve this goal, the results of repeated load axial test were used to model the rutting behavior of asphalt mixtures in wheel track test. The results of this study show that the presented models in this study are well able to predict the rutting of glasphalt mixtures at different temperatures and stresses. Also the results of models show that the waste glass powder is able to improve the performance of asphalt mixtures against permanent deformation significantly.

16 citations


Cited by
More filters
Journal ArticleDOI
TL;DR: In this article, a wide spectrum of wastes produced from various sectors (industrial, agricultural, municipal, mining, construction and demolition) can be used as fillers in asphalt mixes.

94 citations

Journal ArticleDOI
TL;DR: In this paper, the results of an experimental research into concrete produced by replacing the natural aggregates with treated and untreated coarse Recycled Concrete Aggregates (RCA) were carried out.

93 citations

Journal ArticleDOI
TL;DR: In this article, the effects of rice husk ash (RHA) as an asphalt modifier on hot mix asphalt bitumen blends with 5, 10, 15, and 20% RHA modifier were investigated.

87 citations

Journal ArticleDOI
TL;DR: This study investigates the suitability of seven different waste materials as fillers in place of conventional material in dense graded bituminous macadam mix and finds that all waste modified mixes delivered satisfactory mechanical and volumetric performances as demanded by paving specifications.

80 citations

Journal ArticleDOI
TL;DR: A review of the role of lignin and glass fiber as a modifier in bituminous mixes is presented in this article, where some tests such as the low temperature bending, indirect tensile strength, the wheel loading tracking, Hamburg wheel tracking, Marshall immersion, freezing-thaw splitting, third-point bending fatigue and indirect tensiles fatigue are applied to analyze rutting, low temperature cracking resistance, moisture damage resistance and fatigue resistance of asphalt mixture modified with lignini or glass fiber.

75 citations