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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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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