Collapsibility Prediction of Stabilized Soil with Styrene-Butadiene Rubber Polymer Using ANFIS

Abstract

Collapsible soils are among the problematic soils in nature that, due to moisture content increasing and under the same stress, show a high rate of decrease in volume. This volume reduction leads to loss of soil structure and ultimately to significant subsidence. Such soils in many parts of the world, including the Kerman province of Iran, necessitate researches regarding the collapsible soils' behavior and characteristics. This study aims to investigate the effect of butadiene rubber on the stabilization of collapsible soils. The tested fine-grained soils that have been sampled from two different sites were stabilized through injecting different percentages of butadiene (the number of experiments was 84). The ASTM D5333 Double-Consolidation Method was applied to examine the stabilized soils on intact soil samples. The results show that the penetrations of butadiene rubber and the formation of butadiene rubber columns have led to a reduction in soil collapse. Considering the development of intelligent systems using the prediction behavior of stabilized collapsible soils, the adaptive neural-fuzzy inference system (ANFIS) model was used to predict the degree of collapsibility of soil samples stabilized by injection of Styrene Butadiene Rubber.

Shear Strength of Soft Clay Reinforced With Acrylonitrile Butadiene Styrene (Abs) Column

“…Naseer [24] accepted their scientific investigation's premise of a crucial column length equivalent to around six column diameters. Jalali [25] discovered that the penetration of butadiene rubber and the formation of butadiene rubber columns have led to a reduction in soil collapse. Adding Polypropylene fibres increased the shear strength of the composites in both soils while not affecting the soils' initial stiffness [26].…”