Response of Sandy Soil Stabilized by Polymer Additives

Volume 1 - Issue 3

Chao Xing¹, Xueyan Liu²* and Kumar Anupam²

Received: September 03, 2018;   Published: September 11, 2018

DOI: 10.32474/OAJESS.2018.01.000112

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Abstract

Traditional sandy soil stabilizers such as lime cement, fly ash and bituminous materials, etc., usually require long curing time. Hence now a day, polymer stabilizer is used more extensively because of its stable chemical property and shorter curing time. For the developing organization, it is important to judge the performance of stabilized soil during its developing stages only. This paper aims to highlight a quick and easy test to evaluate the mechanical performance of such polymer based stabilized soil. For this study, three different kinds of polymer stabilizers at developing stage were evaluated against a market ready product. The analysis of the test result include a comparison of the strength, moisture loss rate and strain energy under different curing time, polymer type, polymer additive amount and test conditions. This study shows that the strength of the stabilized sandy soil is significantly increased both under wet and dry conditions by using the polymer additives. With the procedure mentioned in the paper it was easier to identify the relative merits and demerits of each product.

Keywords: Polymer Stabilizer; Sandy Soil; Unconfined Compressive Test; Permeability Test

Abstract| Introduction| Material and Method| Results and Discussion | Conclusion| Acknowledgment| References|