New methodology to evaluate the Reynolds dilatancy of self-consolidating concrete using 3D image analysis - Coupled effect of characteristics of fine mortar and granular skeleton-Reference-Cited by-同舟云学术

New methodology to evaluate the Reynolds dilatancy of self-consolidating concrete using 3D image analysis - Coupled effect of characteristics of fine mortar and granular skeleton

Published:2020-04 Issue: Volume:108 Page:103547
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Hosseinpoor Masoud,Ouro Koura Baba-Issa,Yahia Ammar

Funder

National Science and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference73 articles.

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2. Recommendations for Self-Compacting Concrete,1999

3. Workability, testing, and performance of self-consolidating concrete;Khayat;ACI Mater. J.,1999

4. Prediction of pumping pressure by means of new tribometer for highly-workable concrete;Feys;Cement Concr. Compos.,2015

5. How do concrete rheology, tribology, flow rate and pipe radius influence pumping pressure?;Feys;Cement Concr. Compos.,2016

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