Influence of pre-wetting, non-shrink grout, and scaling on the compressive strength of grouted concrete masonry prisms-Reference-Cited by-同舟云学术

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Influence of pre-wetting, non-shrink grout, and scaling on the compressive strength of grouted concrete masonry prisms

Published:2020-04 Issue: Volume:241 Page:117985
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

AbdelRahman Belal^ORCID,Galal Khaled^ORCID

Funder

NSERC

AEMQ

CCCMPA

CMDC

Publisher

Elsevier BV

Subject

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

Reference39 articles.

1. CSA, “Design of masonry structures.” S304-14, Canadian Standards Association, a, Mississauga, ON, Canada, 2014.

2. ACI 530-05, Building Code Requirements for Masonry Structures., TMS 402-11. (2011) 158.

3. Masonry Structures Behaviour and Design;Drysdale,2005

4. Comparing masonry compressive strength in various codes;Korany;Concr. Int.,2005

5. Concrete Masonry Compressive Strength Using the Unit Strength Method;Gayed,2011

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1. Behavior of self-sensing masonry structures exposed to high temperatures and rehydration;Structures;2024-10

2. Influence of The Type of Laying Joint on The Mechanical Behavior of Prisms Made With Ecological Bricks;Revista de Gestão Social e Ambiental;2024-08-14

3. Experimental Evaluation of Compressive Properties of Early-Age Mortar and Concrete Hollow-Block Masonry Prisms within Construction Stages;Materials;2024-08-09

4. Reliable unit strength correlations to predict the compressive strength of grouted concrete masonry;Materials and Structures;2024-07-17

5. Reliable unit strength correlations to predict the compressive strength of grouted concrete masonry;2024-04-19

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