Chapter
Mar 17, 2022

Effect of Polypropylene Fiber and Curing on the Unconfined Compressive Strength of Geopolymer Stabilized Kaolin Clay

Publication: Geo-Congress 2022

ABSTRACT

Soft or highly compressible soils often undermine the stability and overall integrity of structures through excessive shear failure and settlement. Past research efforts have established the effectiveness of Ordinary Portland Cement (OPC) binder in improving the strength of these highly soft or compressible soils. Unfortunately, a pronounced shortcoming of OPC is its energy-intensive production, and large quantities of CO2 emissions. This environmental concern has led to the use of geopolymers as a viable alternative to OPC with desirable properties such as high strength and low-energy consumption. The present study investigates the effect of polypropylene fiber (PF) and curing methods on the Unconfined Compressive Strength (UCS) of geopolymer stabilized kaolin clay. The kaolin clay was infused with 20% fly ash and varying PF percentages 0.25%, 0.5%, and 1.0% by dry weight of clay. The alkali precursor NaOH:Na2SiO3 was prepared at a ratio of 1.5:1.0 and molarity of 8 M used for the geopolymer synthesis. Two curing methods were employed, that is, Ambient Curing Temperature (ACT, 23°C) and Elevated Curing Temperature (ECT, 70°C) for a period of 7 and 28 days. Results showed a maximum 28-day UCS value of 32.28 MPa for curing at ECT. This clearly shows that geopolymer-stabilized kaolin clay exhibits a significant increase in 28-day strength under sustained ECT compared to ACT. Hence, ECT was found to be more effective with increasing curing period and PF content compared to ACT. However, the maximum UCS was attained at a 0.25% PF content for ACT and 1.0% for ECT; beyond 0.25% PF, the UCS decreased under ACT, while under ECT, the peak UCS was recorded at 1.0% PF. Scanning Electron Microscope (SEM) test was also conducted to analyze the microstructure of the virgin and geopolymer-stabilized kaolin clays.

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Pages: 148 - 156

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Published online: Mar 17, 2022

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Adedeji A. Disu [email protected]
1Graduate Assistant, School of Civil, Environmental, and Infrastructure Engineering, Southern Illinois Univ. Carbondale, Carbondale, IL. Email: [email protected]
Prabir Kolay, Ph.D., M.ASCE [email protected]
P.E.
2Associate Professor, School of Civil, Environmental, and Infrastructure Engineering, Southern Illinois Univ. Carbondale, Carbondale, IL. Email: [email protected]
Vijay Puri, Ph.D., M.ASCE [email protected]
3Professor, School of Civil, Environmental, and Infrastructure Engineering, Southern Illinois Univ. Carbondale, Carbondale, IL. Email: [email protected]
Sanjeev Kumar, Ph.D., F.ASCE [email protected]
P.E.
4Director, Professor, and Distinguished Teacher, School of Civil, Environmental, and Infrastructure Engineering, Southern Illinois Univ. Carbondale, Carbondale, IL. Email: [email protected]

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