A study on the mixed properties of green controlled low strength cementitious

In this study, two industrial wastes – circulating fluidized bed combustion co-fired fly ash (CFA) and ground granulated blast-furnace slag (GGBS) – were used as green materials instead of cementitious materials in controllable low strength material (CLSM). CLSM was used to backfill the pavement. CL...

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Main Authors: Chen Sung-Ching, Lin Wei-Ting, Lin Kae-Long, Huang Po-Yu
Format: Article
Language:English
Published: Sciendo 2021-07-01
Series:Materials Science-Poland
Subjects:
Online Access:https://doi.org/10.2478/msp-2021-0004
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spelling doaj-a6195c4fe17c4c03b90e972a2eddb8322021-09-06T19:22:36ZengSciendoMaterials Science-Poland2083-134X2021-07-01391597410.2478/msp-2021-0004A study on the mixed properties of green controlled low strength cementitiousChen Sung-Ching0Lin Wei-Ting1Lin Kae-Long2Huang Po-Yu3School of Civil and Architectural Engineering, East China University of Technology, 418 Guanglan AV. Nanchang, Jiangxi, 330013, ChinaDepartment of Civil Engineering, National Ilan University, No. 1, Sec. 1, Shennong Rd., Yilan City, Yilan County, 26047, TaiwanDepartment of Environmental Engineering, National Ilan University, No. 1, Sec. 1, Shennong Rd., Yilan City, Yilan County, 26047, TaiwanDepartment of Civil Engineering, National Ilan University, No. 1, Sec. 1, Shennong Rd., Yilan City, Yilan County, 26047, TaiwanIn this study, two industrial wastes – circulating fluidized bed combustion co-fired fly ash (CFA) and ground granulated blast-furnace slag (GGBS) – were used as green materials instead of cementitious materials in controllable low strength material (CLSM). CLSM was used to backfill the pavement. CLSM should meet the compressive strength requirements of the CLSM specification (under 8.24 MPa), and it had the self-consolidating characteristics of fluidized concrete. In order to comply with the characteristics of self-consolidation, a mix design including superplasticizers, adhesives, and accelerators were used to ensure that the proportion could meet the requirements of both CLSM and the self-consolidating properties. The test methods included the slump flow test, ball drop test, strength activity index, compressive strength, mercury intrusion porosimetry, chlo-ride migration test, and scanning electron microscope. A water/cement ratio of 0.85 was used as the mix design for the CLSM requirements. The CFA and GGBS used in CLSM could replace 78 wt.% of the cement, and CLSM could effectively meet the requirements of the workability, strength and microscopic properties.https://doi.org/10.2478/msp-2021-0004co-fired fly ashground granulated blast-furnace slagcontrolled low strength materialsself-consolidating concretegreen materials
collection DOAJ
language English
format Article
sources DOAJ
author Chen Sung-Ching
Lin Wei-Ting
Lin Kae-Long
Huang Po-Yu
spellingShingle Chen Sung-Ching
Lin Wei-Ting
Lin Kae-Long
Huang Po-Yu
A study on the mixed properties of green controlled low strength cementitious
Materials Science-Poland
co-fired fly ash
ground granulated blast-furnace slag
controlled low strength materials
self-consolidating concrete
green materials
author_facet Chen Sung-Ching
Lin Wei-Ting
Lin Kae-Long
Huang Po-Yu
author_sort Chen Sung-Ching
title A study on the mixed properties of green controlled low strength cementitious
title_short A study on the mixed properties of green controlled low strength cementitious
title_full A study on the mixed properties of green controlled low strength cementitious
title_fullStr A study on the mixed properties of green controlled low strength cementitious
title_full_unstemmed A study on the mixed properties of green controlled low strength cementitious
title_sort study on the mixed properties of green controlled low strength cementitious
publisher Sciendo
series Materials Science-Poland
issn 2083-134X
publishDate 2021-07-01
description In this study, two industrial wastes – circulating fluidized bed combustion co-fired fly ash (CFA) and ground granulated blast-furnace slag (GGBS) – were used as green materials instead of cementitious materials in controllable low strength material (CLSM). CLSM was used to backfill the pavement. CLSM should meet the compressive strength requirements of the CLSM specification (under 8.24 MPa), and it had the self-consolidating characteristics of fluidized concrete. In order to comply with the characteristics of self-consolidation, a mix design including superplasticizers, adhesives, and accelerators were used to ensure that the proportion could meet the requirements of both CLSM and the self-consolidating properties. The test methods included the slump flow test, ball drop test, strength activity index, compressive strength, mercury intrusion porosimetry, chlo-ride migration test, and scanning electron microscope. A water/cement ratio of 0.85 was used as the mix design for the CLSM requirements. The CFA and GGBS used in CLSM could replace 78 wt.% of the cement, and CLSM could effectively meet the requirements of the workability, strength and microscopic properties.
topic co-fired fly ash
ground granulated blast-furnace slag
controlled low strength materials
self-consolidating concrete
green materials
url https://doi.org/10.2478/msp-2021-0004
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