High-Strength Geopolymer Using Fine High-Calcium Fly Ash-Reference-Cited by-同舟云学术

High-Strength Geopolymer Using Fine High-Calcium Fly Ash

Published:2011-03 Issue:3 Volume:23 Page:264-270
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Chindaprasirt P.¹²³⁴,Chareerat T.¹²³⁴,Hatanaka S.¹²³⁴,Cao T.¹²³⁴

Affiliation:

1. Professor, Sustainable Infrastructure Research and Development Center, Dept. of Civil Engineering, Faculty of Engineering, Khon Kaen Univ., Khon Kaen, 40002 Thailand (corresponding author).

2. Lecturer, Dept. of Civil Engineering, Faculty of Engineering, Ubon Ratchathani Univ., Ubon Ratchathani 34190, Thailand.

3. Professor, Dept. of Architecture, Mie Univ., Mie 514-8507, Japan.

4. Invited Scientist, Dept. of Civil Engineering, Faculty of Engineering, Khon Kaen Univ., Khon Kaen, 40002 Thailand; and Aurecon Buildings, 116 Military Road, Neutral Bay, NSW 2089, Australia.

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.1943-5533.0000161

Reference46 articles.

1. ASTM. (2007). “Standard test method for flow of hydraulic cement mortar.” C1437-07 Philadelphia.

2. ASTM. (2008a). “Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50 mm] cube specimens).” C109/C109M-08 Philadelphia.

3. ASTM. (2008b). “Standard test method for time of setting of hydraulic cement by Vicat needle.” C191-08 Philadelphia.

4. ASTM. (2009a). “Standard test method for density of hydraulic cement.” C188-09 Philadelphia.

5. ASTM. (2009b). “Standard test method for drying shrinkage of mortar containing hydraulic cement.” C596-09 Philadelphia.

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