Dimensional Ratios for Stone Aggregates from Three-Dimensional Laser Scans-Reference-Cited by-同舟云学术

Dimensional Ratios for Stone Aggregates from Three-Dimensional Laser Scans

Published:2002-07 Issue:3 Volume:16 Page:175-183
ISSN:0887-3801
Container-title:Journal of Computing in Civil Engineering
language:en
Short-container-title:J. Comput. Civ. Eng.

Author:

Kim Hyoungkwan¹,Haas Carl T.²,Rauch Alan F.³,Browne Craig⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Texas at Austin, Austin, TX 78712-1076.

2. Associate Professor, Dept. of Civil Engineering, Univ. of Texas at Austin, Austin, TX 78712-1076.

3. Assistant Professor, Dept. of Civil Engineering, Univ. of Texas at Austin, Austin, TX 78712-1076.

4. Staff Engineer, GeoSyntec Consultants, 532 Great Rd., Boxborough, MA 01719.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Computer Science Applications,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3801%282002%2916%3A3%28175%29

Reference12 articles.

1. ASTM. (1999). “Standard test method for flat particles elongated particles or flat and elongated particles in coarse aggregate.” D 4791 West Conshohocken Pa.

2. Automatic Image Analysis in Evaluation of Aggregate Shape

3. Range imaging with adaptive color structured light

4. Illerstrom A. (1998). “A 3-D laser technique for size shape and texture analysis of ballast.” Master’s thesis Royal Institute of Technology Stockholm Sweden.

5. Jahn D. W. (2000). “Evaluation of aggregate particle shapes through multiple ratio analysis.” Proc. 8th Annual Symposium Int. Center for Aggregates Research.

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