Particle Shape Estimates of Uniform Sands: Visual and Automated Methods Comparison-Reference-Cited by-同舟云学术

Particle Shape Estimates of Uniform Sands: Visual and Automated Methods Comparison

Published:2012-02 Issue:2 Volume:24 Page:194-206
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Muszynski Mark R.¹²,Vitton Stanley J.¹²

Affiliation:

1. Ph.D. Candidate, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801; formerly, Geotechnical Engineer, Gosling Czubak Engineering Sciences, Inc., 1280 Business Park Dr., Traverse City, MI 49686 (corresponding author).

2. Associate Professor of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000351

Reference35 articles.

1. Al-Rousan T. Masad E. Myers L. Little D. and D’Angelo J. (2004). “Aggregate shape classification system using AIMS.” 83rd Annual Meeting of the Transportation Research Board Washington DC.

2. Characterizing Surface Roughness and Shape of Sands Using Digital Microscopy

3. ASTM. (2006). “Standard test method for determining the percentage of fractured particles in coarse aggregate.” D5821 West Conshohocken PA.

4. ASTM. (2010). “Standard test method for flat particles elongated particles or flat and elongated particles in coarse aggregate.” D4791 West Conshohocken PA.

5. British Standards Institution. (2009). “Testing aggregates. Method for determination of frost heave.” BS812 London.

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