Influence of Hydrated Lime Addition on the Self-Healing Capability of High-Volume Fly Ash Incorporated Cementitious Composites-Reference-Cited by-同舟云学术

Influence of Hydrated Lime Addition on the Self-Healing Capability of High-Volume Fly Ash Incorporated Cementitious Composites

Published:2015-06 Issue:6 Volume:27 Page:04014187
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Yildirim Gürkan¹,Sahmaran Mustafa²,Ahmed Hemn Unis³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Gazi Univ., Ankara 06570, Turkey.

2. Associate Professor, Dept. of Civil Engineering, Gazi Univ., Ankara 06570, Turkey (corresponding author).

3. M.Sc. Candidate, Dept. of Civil Engineering, Gazi Univ., Ankara 27310, Turkey.

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.1943-5533.0001145

Reference27 articles.

1. Crack Self-healing Behavior of Cementitious Composites Incorporating Various Mineral Admixtures

2. Extent of Healing of Cracked Normal Strength Concrete

3. Influence of quicklime addition on the mechanical properties and hydration degree of blended cements containing different fly ashes

4. Properties of fly ash concrete modified with hydrated lime and silica fume

5. Clear C. A. (1985). “The effect of autogenous healing upon leakage of water through cracks in concrete.” Technical Rep. 559 Cement Concrete Association Wexham Spring U.K.

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