Influence of Aggregate Mineral Grain Size and Size Distribution on Pavement Surface Microtexture Deterioration-Reference-Cited by-同舟云学术

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Influence of Aggregate Mineral Grain Size and Size Distribution on Pavement Surface Microtexture Deterioration

Published:2024-06 Issue:2 Volume:150 Page:
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Roy Nabanita¹,Kuna Kranthi Kumar²

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur, West Bengal 721302, India (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur, West Bengal 721302, India.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JPEODX.PVENG-1422

Reference38 articles.

1. Relationship between texture and mechanical properties of granites, central Sweden, by use of image-analysing techniques;Akesson U.;Bull. Eng. Geol. Environ.,2001

2. Effects of morphological characteristics of aggregate particles on the mechanical behavior of bituminous paving mixtures

3. The influence of geological factors on the mechanical properties of basic igneous rocks used as road surface aggregates

4. Grain size quantification by optical microscopy, electron backscatter diffraction, and magnetic force microscopy;Chen H.;Micron,2017

5. Creuziger, A., and M. Vaudin. 2011. Report on VAMAS round robin of ISO 13067: Microbeam analysis-electron backscatter diffraction-measurement of average grain size. Gaithersburg, MD: NIST.

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