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Journal ArticleDOI

Laboratory and Field Evaluation of RAP for Cement Concrete Pavements

Surender Singh
- Vol. 146, Iss: 2, pp 04020011
TLDR
In this article, the feasibility of coarse reclaimed asphalt pavement (RAP) for dry lean concrete (DLC) and pavement quality concrete (PQC) mixes is assessed through laboratory and field experiments.
Abstract
In the present study, the feasibility of coarse reclaimed asphalt pavement (RAP) for dry lean concrete (DLC) and pavement quality concrete (PQC) mixes is assessed through laboratory and fie...

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Citations
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Journal ArticleDOI

Achieving sustainability in roller compacted concrete pavement mixes using reclaimed asphalt pavement aggregates – state of the art review

TL;DR: A review of the utilization of reclaimed asphalt pavement aggregates in roller compacted concrete pavement (RCCP) mixes is presented in this paper, where several issues and factors affecting the fresh and hardened properties of RCCP mixes due to the incorporation of RAP are discussed.
Journal ArticleDOI

Effect of the use of recycled asphalt pavement (RAP) aggregates on the performance of pervious paver blocks (PPB)

TL;DR: In this article, the authors describe an investigation into the assessment of performance and suitability of pervious paver blocks (PPB) using reclaimed asphalt pavement (RAP) aggregates.
Journal ArticleDOI

Cementitious binders and reclaimed asphalt aggregates for sustainable pavement base layers: Potential, challenges and research needs

TL;DR: In this article, the use of RAP aggregates with cementitious materials for pavement foundation layers is discussed, and a review of the properties of fresh and hardened RAP in cementitious matrices, as well as changes in the microstructure.
Journal ArticleDOI

Durability evaluation of reclaimed asphalt pavement, ground glass and carbide lime blends based on unconfined compression tests

TL;DR: In this article, the use of the mixture of three residues, evaluating the feasibility of using these as a pavement layer, has been studied, and a generalized approach to replace the laborious durability test is proposed, and limitations are observed.
Journal ArticleDOI

Performance evaluation and sustainability assessment of precast concrete paver blocks containing coarse and fine RAP fractions: A comprehensive comparative study

TL;DR: In this paper, the performance of concrete paver blocks using coarse and fine fractions of non-beneficiated reclaimed asphalt pavement (RAP) materials, derived as a waste residue from demolished asphalt pavement, was comprehensively and comparatively investigated.
References
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Journal ArticleDOI

Feasibility of roller compacted concrete pavement containing different fractions of reclaimed asphalt pavement

TL;DR: In this paper, the authors investigated the optimum fraction of RAP (coarse, fine & total) along with its optimum proportion (50% & 100%) for Roller Compacted Concrete Pavement (RCCP) mixes, based upon various fresh, mechanical and durability properties.
Journal Article

Temperature response of concrete pavements

TL;DR: In this paper, the vertical and horizontal displacements of concrete pavement slabs are evaluated and the effect of temperature on pavement system stiffness is analyzed. But the authors focus on the vertical displacements and not the horizontal ones.
Journal ArticleDOI

An economical processing technique to improve RAP inclusive concrete properties

TL;DR: In this paper, the Abrasion and Attrition (AB&AT) technique was used to improve the quality of RAP by removing the contaminant layers of dust and punching the asphalt film adhering to RAP aggregates.
Journal ArticleDOI

Feasibility study of RAP aggregates in cement concrete pavements

TL;DR: In this article, a surface treatment method Abrasion and attrition (AB&AT) was employed for removing contaminants, such as dust, asphalt film and agglomerated particles.
Journal ArticleDOI

Laboratory investigation of RAP aggregates for dry lean concrete mixes

TL;DR: In this article, the suitability of coarse (C) and fine (F) RAP aggregates extracted from two flexible pavements (OLD (O) and NEW (N)) having different service and stockpiling life for productions of Dry Lean Concrete (DLC) and bituminous mixtures is assessed.
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