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Review on Stabilization of Soil using Coir Fibre

Author(s):

Khalid Fazal , MSV International INC; Vishal Gupta, Laxmi Narain College of Technology - s

Keywords:

Soil, Coir Fibre

Abstract

Soil is that the major and most typically used material within the field of engineering. Wherever it's used construction, foundation, bricks, pavements it ought to give respectable strength for the soundness of the structure. There are varied varieties of soil within the earth relying upon the fabric property, size, texture, varied properties. There in clay soil is one in its entire group A fine-grained natural rock or soil material that mixes one or additional clay minerals with traces of metal oxides and organic matter. Relying upon the fabric composition clay conjointly possess varied properties. It’s slow to empty, quickly to harden, and tough to use for love or money owing to its finer particle size. Black cotton soil may be a quite expansive soil within which it expands in its volume in wet condition and shrinks in dry condition. Some things construction on the clay soil isn't avertable one so soil stabilization is one in all the foremost usually used ways to extend the engineering properties of the soil, as a results of soil stabilization, the bearing capability of the inspiration of the structure is raised and its strength, water tightness, resistance to washout. The essential ways of stabilization are cementation, bituminization, silicification, resinification, ways victimization chemical science or thermal action, and artificial state change. These ways will cause some effects on the atmosphere. Within the context of property development the natural atmosphere, the utilization of natural Fibres like fibre in geotechnical applications is fascinating. Reinforcing the soil with fibre Fibres/coir geo-textiles may be a price effective resolution to the ground/soil improvement issues. This experimental study deals with the utilization of coconut Fibre for soil stability. The study includes the properties of fibre Fibre and clay and experimental workouts like tri-axial take a look at, Stress state throughout a tri-axial take a look at, California bearing magnitude relation, unconfined compression take a look at, direct shear take a look at.

Other Details

Paper ID: IJSRDV4I90443
Published in: Volume : 4, Issue : 9
Publication Date: 01/12/2016
Page(s): 769-774

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