Derivation of empirical relationships to predict Cambodian masonry strength

Masonry material characteristics, such as compressive strength, and the relationship between brick, mortar, and masonry compressive strengths are required for the analysis and assessment of masonry structures. This paper aimed to investigate the compressive strength relationship of Cambodian masonry...

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Main Authors: Kandymov, Nurmurat, Mohd. Hashim, Nor Fazilah, Ismail, Syuhaida, Durdyev, Serdar
Format: Article
Language:English
Published: MDPI 2022
Subjects:
Online Access:http://eprints.utm.my/102944/1/NorFazilahMohd2022_DerivationofEmpiricalRelationshipstoPredict.pdf
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author Kandymov, Nurmurat
Mohd. Hashim, Nor Fazilah
Ismail, Syuhaida
Durdyev, Serdar
author_facet Kandymov, Nurmurat
Mohd. Hashim, Nor Fazilah
Ismail, Syuhaida
Durdyev, Serdar
author_sort Kandymov, Nurmurat
collection ePrints
description Masonry material characteristics, such as compressive strength, and the relationship between brick, mortar, and masonry compressive strengths are required for the analysis and assessment of masonry structures. This paper aimed to investigate the compressive strength relationship of Cambodian masonry. A total number of 42 prisms were constructed in the laboratory using six different brick/mortar combinations. Two brick types, solid and hollow, and three—1:3, 1:4, and 1:6—cement–sand mortar combinations were used. The effects of brick and mortar strengths were analysed. Using regression analysis, a simple empirical relationship was derived for masonry compressive strength as a function of brick and mortar strength in the Cambodian context.
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spelling utm.eprints-1029442023-10-12T08:19:58Z http://eprints.utm.my/102944/ Derivation of empirical relationships to predict Cambodian masonry strength Kandymov, Nurmurat Mohd. Hashim, Nor Fazilah Ismail, Syuhaida Durdyev, Serdar NA Architecture Masonry material characteristics, such as compressive strength, and the relationship between brick, mortar, and masonry compressive strengths are required for the analysis and assessment of masonry structures. This paper aimed to investigate the compressive strength relationship of Cambodian masonry. A total number of 42 prisms were constructed in the laboratory using six different brick/mortar combinations. Two brick types, solid and hollow, and three—1:3, 1:4, and 1:6—cement–sand mortar combinations were used. The effects of brick and mortar strengths were analysed. Using regression analysis, a simple empirical relationship was derived for masonry compressive strength as a function of brick and mortar strength in the Cambodian context. MDPI 2022-07 Article PeerReviewed application/pdf en http://eprints.utm.my/102944/1/NorFazilahMohd2022_DerivationofEmpiricalRelationshipstoPredict.pdf Kandymov, Nurmurat and Mohd. Hashim, Nor Fazilah and Ismail, Syuhaida and Durdyev, Serdar (2022) Derivation of empirical relationships to predict Cambodian masonry strength. Materials, 15 (14). pp. 1-11. ISSN 1996-1944 http://dx.doi.org/10.3390/ma15145030 DOI:10.3390/ma15145030
spellingShingle NA Architecture
Kandymov, Nurmurat
Mohd. Hashim, Nor Fazilah
Ismail, Syuhaida
Durdyev, Serdar
Derivation of empirical relationships to predict Cambodian masonry strength
title Derivation of empirical relationships to predict Cambodian masonry strength
title_full Derivation of empirical relationships to predict Cambodian masonry strength
title_fullStr Derivation of empirical relationships to predict Cambodian masonry strength
title_full_unstemmed Derivation of empirical relationships to predict Cambodian masonry strength
title_short Derivation of empirical relationships to predict Cambodian masonry strength
title_sort derivation of empirical relationships to predict cambodian masonry strength
topic NA Architecture
url http://eprints.utm.my/102944/1/NorFazilahMohd2022_DerivationofEmpiricalRelationshipstoPredict.pdf
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