Effects of Superplasticizer Types and Mixing Methods of Nanoparticles on Compressive Strengths of Cement Pastes
Author:
Affiliation:
1. Senior Lecturer, Dept. of Civil Engineering, Curtin Univ., GPO Box U1987, Perth 6845, Australia (corresponding author).
2. Ph.D. Student, Dept. of Civil Engineering, Curtin Univ., GPO Box U1987, Perth 6845, 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.1943-5533.0001373
Reference16 articles.
1. ASTM. (2012a). “Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50-mm] cube specimens).” C109/C109M-13 West Conshohocken PA.
2. ASTM. (2012b). “Standard test method for flow of hydraulic cement mortar.” C1437 West Conshohocken PA.
3. Influence of superplasticizer type and dosage on the slump loss of Portland cement mortars—Part II
4. Interaction between cement and chemical admixture from the point of cement hydration, absorption behaviour of admixture, and paste rheology
5. XRD/Rietveld Analysis of the Hydration and Strength Development of Slag and Limestone Blended Cement
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