The Workability and Mechanical Performance of Fly Ash Cenosphere–Desert Sand Ceramsite Concrete: An Experimental Study and Analysis

In order to alleviate the shortage of sand resources for construction, make full use of industrial waste and promote the development of green lightweight aggregate concrete in the desert and surrounding areas, this paper proposes a new lightweight ceramsite concrete, fly ash cenospheres and desert s...

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Main Authors: Junlin Guo, Kang Yuan, Jianjiang Xu, Ying Wang, Dan Gan, Mingsheng He
Format: Article
Language:English
Published: MDPI AG 2023-02-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/16/3/1298
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author Junlin Guo
Kang Yuan
Jianjiang Xu
Ying Wang
Dan Gan
Mingsheng He
author_facet Junlin Guo
Kang Yuan
Jianjiang Xu
Ying Wang
Dan Gan
Mingsheng He
author_sort Junlin Guo
collection DOAJ
description In order to alleviate the shortage of sand resources for construction, make full use of industrial waste and promote the development of green lightweight aggregate concrete in the desert and surrounding areas, this paper proposes a new lightweight ceramsite concrete, fly ash cenospheres and desert sand ceramsite concrete (FDCC). An orthogonal test was conducted to analyze the effects of the desert sand (DS) replacing ratio, fly ash cenosphere (FAC) replacing ratio and polymer emulsion (PLE) addition on the damage patterns, slump, apparent density and compressive strength of the FDCC. The results showed that the most influential factors for the slump, apparent density and compressive strength of the FDCC were the FAC replacing ratio, FAC replacing ratio and DS replacing ratio, respectively. Meanwhile, the PLE addition had little effect on the workability or mechanical performance of the FDCC. With the increase in the DS replacing ratio, the slump decreased rapidly and the compressive strength reached its peak value, increasing by 20.6% when the DS replacing ratio was 20%. With the increase in the FAC replacing ratio, the slump increased by 106%, the apparent density decreased gradually and the compressive decreased and then increased, reaching its lowest value when the FAC replacing ratio was 20%. According to the synthetic evaluation analysis, the optimum DS replacing ratio, FAC replacing ratio and PLE addition of the FDCC were 20%, 30% and 1%, respectively.
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spelling doaj.art-1d8ca8e0a0244289b149cf1f4317cd842023-11-16T17:19:58ZengMDPI AGMaterials1996-19442023-02-01163129810.3390/ma16031298The Workability and Mechanical Performance of Fly Ash Cenosphere–Desert Sand Ceramsite Concrete: An Experimental Study and AnalysisJunlin Guo0Kang Yuan1Jianjiang Xu2Ying Wang3Dan Gan4Mingsheng He5College of Water Conservancy & Architectural Engineering, Shihezi University, Shihezi 832003, ChinaCollege of Water Conservancy & Architectural Engineering, Shihezi University, Shihezi 832003, ChinaCollege of Water Conservancy & Architectural Engineering, Shihezi University, Shihezi 832003, ChinaCollege of Water Conservancy & Architectural Engineering, Shihezi University, Shihezi 832003, ChinaSchool of Civil Engineering, Chongqing University, Chongqing 400045, ChinaCollege of Water Conservancy & Architectural Engineering, Shihezi University, Shihezi 832003, ChinaIn order to alleviate the shortage of sand resources for construction, make full use of industrial waste and promote the development of green lightweight aggregate concrete in the desert and surrounding areas, this paper proposes a new lightweight ceramsite concrete, fly ash cenospheres and desert sand ceramsite concrete (FDCC). An orthogonal test was conducted to analyze the effects of the desert sand (DS) replacing ratio, fly ash cenosphere (FAC) replacing ratio and polymer emulsion (PLE) addition on the damage patterns, slump, apparent density and compressive strength of the FDCC. The results showed that the most influential factors for the slump, apparent density and compressive strength of the FDCC were the FAC replacing ratio, FAC replacing ratio and DS replacing ratio, respectively. Meanwhile, the PLE addition had little effect on the workability or mechanical performance of the FDCC. With the increase in the DS replacing ratio, the slump decreased rapidly and the compressive strength reached its peak value, increasing by 20.6% when the DS replacing ratio was 20%. With the increase in the FAC replacing ratio, the slump increased by 106%, the apparent density decreased gradually and the compressive decreased and then increased, reaching its lowest value when the FAC replacing ratio was 20%. According to the synthetic evaluation analysis, the optimum DS replacing ratio, FAC replacing ratio and PLE addition of the FDCC were 20%, 30% and 1%, respectively.https://www.mdpi.com/1996-1944/16/3/1298lightweight aggregate concreteceramsite concretedesert sandfly ash cenospherepolymer emulsionworkability and mechanical performance
spellingShingle Junlin Guo
Kang Yuan
Jianjiang Xu
Ying Wang
Dan Gan
Mingsheng He
The Workability and Mechanical Performance of Fly Ash Cenosphere–Desert Sand Ceramsite Concrete: An Experimental Study and Analysis
Materials
lightweight aggregate concrete
ceramsite concrete
desert sand
fly ash cenosphere
polymer emulsion
workability and mechanical performance
title The Workability and Mechanical Performance of Fly Ash Cenosphere–Desert Sand Ceramsite Concrete: An Experimental Study and Analysis
title_full The Workability and Mechanical Performance of Fly Ash Cenosphere–Desert Sand Ceramsite Concrete: An Experimental Study and Analysis
title_fullStr The Workability and Mechanical Performance of Fly Ash Cenosphere–Desert Sand Ceramsite Concrete: An Experimental Study and Analysis
title_full_unstemmed The Workability and Mechanical Performance of Fly Ash Cenosphere–Desert Sand Ceramsite Concrete: An Experimental Study and Analysis
title_short The Workability and Mechanical Performance of Fly Ash Cenosphere–Desert Sand Ceramsite Concrete: An Experimental Study and Analysis
title_sort workability and mechanical performance of fly ash cenosphere desert sand ceramsite concrete an experimental study and analysis
topic lightweight aggregate concrete
ceramsite concrete
desert sand
fly ash cenosphere
polymer emulsion
workability and mechanical performance
url https://www.mdpi.com/1996-1944/16/3/1298
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