Technical and Computational Aspects of the Measurement of Aggregate Shape by Digital Image Analysis-Reference-Cited by-同舟云学术

Technical and Computational Aspects of the Measurement of Aggregate Shape by Digital Image Analysis

Published:2004-01 Issue:1 Volume:18 Page:10-18
ISSN:0887-3801
Container-title:Journal of Computing in Civil Engineering
language:en
Short-container-title:J. Comput. Civ. Eng.

Author:

Maerz Norbert H.¹

Affiliation:

1. Assistant Professor, Univ. of Missouri-Rolla, 1006 Kingshighway, Rolla, MO 65409-0660.

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%282004%2918%3A1%2810%29

Reference24 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (2002). “Method for determining the percentage of fracture in coarse aggregate.” TP61-02 Washington D.C.

2. American Society for Testing and Materials (ASTM). (1995). “Standard test method for flat particles elongated particles or flat and elongated particles in coarse aggregate.” ASTM Designation 4791-89 Philadelphia.

3. American Society for Testing and Materials (ASTM). (2000a). “Standard test method for index of aggregate particle shape and texture.” ASTM Designation D3398 Philadelphia.

4. American Society for Testing and Materials (ASTM). (2000b). “Standard test method for uncompacted void content of fine aggregate.” ASTM Designation C1252 Philadelphia.

5. American Society for Testing and Materials (ASTM). (2001). “Standard test method for determining the percentage of fractured particles in coarse aggregate.” ASTM Designation D5821-01 Philadelphia.

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