Anticipating the Setting Time of High-Volume Fly Ash Concretes Using Electrical Measurements: Feasibility Studies Using Pastes

Author:

Bentz Dale P.1,Snyder Kenneth A.2,Ahmed Amzaray3

Affiliation:

1. Chemical Engineer, Engineering Laboratory, National Institute of Standards and Technology, 100 Bureau Dr., Stop 8615, Gaithersburg, MD 20899-8615 (corresponding author).

2. Group Leader, Engineering Laboratory, National Institute of Standards and Technology, 100 Bureau Dr., Stop 8615, Gaithersburg, MD 20899-8615.

3. Engineering Technician, Engineering Laboratory, National Institute of Standards and Technology, 100 Bureau Dr., Stop 8615, Gaithersburg, MD 20899-8615.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference19 articles.

1. ASTM. (2008a). “Standard test method for time of setting of concrete mixtures by penetration resistance.” C403 West Conshohocken PA.

2. ASTM. (2008b). “Standard test methods for time of setting of hydraulic cement by Vicat needle.” C191 West Conshohocken PA.

3. ASTM. (2009). “Standard practice for measuring hydration kinetics of hydraulic cementitious mixtures using isothermal calorimetry.” C1679 West Conshohocken PA.

4. ASTM. (2012). “Standard specification for portland cement.” C150 West Conshohocken PA.

5. Cement hydration: building bridges and dams at the microstructure level

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