Advancements in Soil Stabilization: The Efficacy of Fly Ash and GGBS

¹ Department of Mechanical Engineering, ABES Engineering College, Ghaziabad - 201009, UP, India
² Department of Civil Engineering, GRIET, Hyderabad, Telangana - 500090, India.
³ Department of Mechanical Engineering, New Horizon College of Engineering, Bangalore
⁴ Lovely Professional University, Phagwara
⁵ Lloyd Institute of Engineering & Technology, Knowledge Park II, Greater Noida, Uttar Pradesh 201306
⁶ The Islamic university, Najaf, Iraq
⁷ Lloyd Institute of Management and Technology, Greater Noida, Uttar Pradesh, India - 201306

^* Corresponding author: ravi.raman21@gmail.com

Abstract

Engineered soil qualities can be modified mechanically, chemically, or biologically to achieve soil stabilisation. Soil stabilisation is a method used in civil engineering to enhance and enhance a soil’s structural qualities. Mechanical strength, permeation, compressibility, resilience, and plasticity are some of these attributes. The systematic investigation of soil stabilization with fly ash and ground granulated blast furnace slag (GGBS) as binders is presented in this work. The goal of using geopolymer technology is to enhance the mechanical qualities of clay soils for the building of road pavement by substituting conventional cementitious materials. The ideal ratio of Fly Ash to GGBS is found using a Taguchi experimental design technique, more precisely a L9 Orthogonal Array, with the goal of improving soil liquid limit, plastic limit, and plasticity index. The effectiveness of various Fly Ash and GGBS ratios is assessed, as well as their influence on soil behavior. In order to develop models for predicting soil parameters, regression analysis is used. Diagnostic plots show a reasonable fit but also highlight small amounts of unexplained variability. These discoveries have important ramifications for sustainable construction methods and are essential for improving soil stabilizing procedures, especially when it comes to road pavement engineering.