The Influence of Fly Ash Content on the Compressive Strength of Cemented Sand and Gravel Material

Cemented sand and gravel (CSG) material is a new type of dam material developed on the basis of roller compacted concrete, hardfill, and ultra-poor cementing materials. Its main feature is a wide range of sources of aggregate (aggregate is not screened but by simply removing the large particles it c...

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Autores principales: Qihui Chai, Fang Wan, Lingfeng Xiao, Feng Wu
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Lenguaje:EN
Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:d0b21b82beef4251be48a0a7438041c82021-11-25T17:19:41ZThe Influence of Fly Ash Content on the Compressive Strength of Cemented Sand and Gravel Material10.3390/cryst111114262073-4352https://doaj.org/article/d0b21b82beef4251be48a0a7438041c82021-11-01T00:00:00Zhttps://www.mdpi.com/2073-4352/11/11/1426https://doaj.org/toc/2073-4352Cemented sand and gravel (CSG) material is a new type of dam material developed on the basis of roller compacted concrete, hardfill, and ultra-poor cementing materials. Its main feature is a wide range of sources of aggregate (aggregate is not screened but by simply removing the large particles it can be fully graded on the dam filling) and low amounts of cementitious materials per unit volume. This dam construction material is not only economical and practical, but also green and environmentally friendly. There are many factors affecting the mechanical properties of CSG materials, such as aggregate gradation, sand ratio, water content, water–binder ratio, fly ash content, admixture content, etc. Based on the existing research results of the team, this paper focuses on the influence of fly ash content on the compressive strength of CSG materials. Through a large number of laboratory measured data, we found: (1) The compressive strength law of materials at different ages; the compressive strength of CSG material at age 90 d is generally 10%~30% higher than that at 28 d, and it is proposed that 90 d or 180 d strength should be used as the design strength in the design of CSG material dam; (2) There is an optimal value of fly ash content in CSG materials: when the fly ash content is 50% of the total amount of cementitious materials (cement + fly ash), the fly ash content is defined as the optimal content, and the test data are verified by regression analysis. The discovery of an ‘optimal dosage’ of fly ash provides an important reference for the design and construction of CSG dams.Qihui ChaiFang WanLingfeng XiaoFeng WuMDPI AGarticlecementitious gravelfly ashageoptimal dosageCrystallographyQD901-999ENCrystals, Vol 11, Iss 1426, p 1426 (2021)
institution DOAJ
collection DOAJ
language EN
topic cementitious gravel
fly ash
age
optimal dosage
Crystallography
QD901-999
spellingShingle cementitious gravel
fly ash
age
optimal dosage
Crystallography
QD901-999
Qihui Chai
Fang Wan
Lingfeng Xiao
Feng Wu
The Influence of Fly Ash Content on the Compressive Strength of Cemented Sand and Gravel Material
description Cemented sand and gravel (CSG) material is a new type of dam material developed on the basis of roller compacted concrete, hardfill, and ultra-poor cementing materials. Its main feature is a wide range of sources of aggregate (aggregate is not screened but by simply removing the large particles it can be fully graded on the dam filling) and low amounts of cementitious materials per unit volume. This dam construction material is not only economical and practical, but also green and environmentally friendly. There are many factors affecting the mechanical properties of CSG materials, such as aggregate gradation, sand ratio, water content, water–binder ratio, fly ash content, admixture content, etc. Based on the existing research results of the team, this paper focuses on the influence of fly ash content on the compressive strength of CSG materials. Through a large number of laboratory measured data, we found: (1) The compressive strength law of materials at different ages; the compressive strength of CSG material at age 90 d is generally 10%~30% higher than that at 28 d, and it is proposed that 90 d or 180 d strength should be used as the design strength in the design of CSG material dam; (2) There is an optimal value of fly ash content in CSG materials: when the fly ash content is 50% of the total amount of cementitious materials (cement + fly ash), the fly ash content is defined as the optimal content, and the test data are verified by regression analysis. The discovery of an ‘optimal dosage’ of fly ash provides an important reference for the design and construction of CSG dams.
format article
author Qihui Chai
Fang Wan
Lingfeng Xiao
Feng Wu
author_facet Qihui Chai
Fang Wan
Lingfeng Xiao
Feng Wu
author_sort Qihui Chai
title The Influence of Fly Ash Content on the Compressive Strength of Cemented Sand and Gravel Material
title_short The Influence of Fly Ash Content on the Compressive Strength of Cemented Sand and Gravel Material
title_full The Influence of Fly Ash Content on the Compressive Strength of Cemented Sand and Gravel Material
title_fullStr The Influence of Fly Ash Content on the Compressive Strength of Cemented Sand and Gravel Material
title_full_unstemmed The Influence of Fly Ash Content on the Compressive Strength of Cemented Sand and Gravel Material
title_sort influence of fly ash content on the compressive strength of cemented sand and gravel material
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/d0b21b82beef4251be48a0a7438041c8
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