Stabilization of expansive soil using flyash based geopolymer

被引:14
|
作者
Santhikala, R. [1 ]
Chandramouli, K. [2 ]
Pannirselvam, N. [3 ]
机构
[1] KKR&KSR Inst Technol & Sci, Dept Civil Engn, Vatticherukuru, Andhra Pradesh, India
[2] NRI Inst Technol, Dept Civil Engn, Guntur, Andhra Pradesh, India
[3] SRM Inst Sci & Technol, Dept Civil Engn, Chennai, Tamil Nadu, India
关键词
Expansive soil; Fly ash; Geopolymer; Unconfined compressive strength; CALCIUM CARBIDE RESIDUE; STRENGTH DEVELOPMENT; CEMENT; CLAY; IMPROVEMENT; SLAG; MICROSTRUCTURE; DURABILITY; MECHANISM; LIME;
D O I
10.1016/j.matpr.2022.07.006
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Expansive soils have a tendency to inflate and shrink in response to moisture content variations. As a result, the soil is severely disturbed, causing significant damage to the building above. The use of addi-tives like lime, fly ash, or cement to stabilize expansive soils is extensively recorded, with the goal of reducing the soil's expansive nature in the past.Despite the fact that lime and cement are frequently employed for expanding soil stabilization, it is now recognized that these traditional admixtures are energy intensive and release a significant amount of CO2.Keeping in view this drawback of these mate-rials, attempts have been made to develop new binding materials which are equally efficient with lower environmental costs. Geopolymer technology, which blends industrial waste materials including fly ash, GGBS, rice husk ash, and alkaline activator to make a paste capable of binding soil particles, was devel-oped.The purpose of this research is to investigate the effects of cement and fly ash-based geopolymer sta-bilization on expansive soil behaviour. The Unconfined Compressive Strength (UCS) of fly ash based geopolymer stabilized expansive soil rose with increasing binder concentration, according to the exper-imental results. When the molarity of the activator was increased from 8 M to 10 M, the UCS of fly ash based geopolymer stabilized expansive soil increased, but when the molarity of the activator was increased to 12 M, the UCS decreased. Fly ash based geopolymer stabilized expansive soil specimens with a binder content of at least 20% and an A/B of at least 0.75 revealed higher UCS when compared to cement treated specimens of the same dose. As a result, geopolymer stabilization of expansive soils using fly ash might be considered a more environmentally friendly alternative to cement stabilization. Copyright (c) 2022 Elsevier Ltd. All rights reserved.Selection and peer-review under responsibility of the scientific committee of the 6th International Con-ference on Recent Advances in Material Chemistry (ICRAMC-2022).
引用
收藏
页码:110 / 114
页数:5
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