Large Triaxial tests on Marginal soil admixed with Randomly Distributed with coir fiber and fly ash

Abstract

The Due to a lack of suitable granular soils, it has become necessary for various construction types to use marginal soils (soils of lower strength) at various work sites. Typically, soil with higher percentages of silt and clay (finer particles) exhibits unfavourable engineering characteristics, making it unsuitable for a variety of construction-related operations. These soils are typically possessing plasticity in nature and have low strength, especially when it comes to shear strength. Common approaches like admixture stabilisation are being implemented to enhance the strength characteristics of these soils. The quality of these marginal soils to make them amenable for construction is also being improved by the chemical additives. By adopting such procedures that involve chemical admixing for the process of modifying marginal soils, the cost of construction process rises. In this work, an effort was undertaken with regard to examine the efficacy of modifying marginal soil admixing with cement/lime and with dispersed randomly with coir fibre as reinforcing material. Additionally, shear testing was carried out by admixing fly ash. The objective of the present work is to investigate the shear strength characteristics modified marginal soil and could be affected by the reinforcement of coir fibres. Using the proposed marginal soil, a number of significant triaxial laboratory works were carried out. The experimental study is intended to provide a workable answer for increasing the shear strength of marginal soil. It was observed that the shear strength of marginal soil modified/admixed with ordinary Portland cement and reinforced with random distribution of 2 percent coir fibre and admixed with 10 percent fly ash was roughly one and half to two times that of plain marginal soil.