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Improvement of Pavement Soil Subgrade by Using Burnt Brick Dust and Scrap Tyre Rubber

Author(s):

Neha Pundir , MADHAV INSTITUTE OF TECHNOLOGY AND SCIENCE,GWALIOR; M.K Trivedi, MADHAV INSTITUTE OF TECHNOLOGY AND SCIENCE,GWALIOR

Keywords:

Engineering Properties, Clayey Soil, Subgrade, Burnt Brick Dust, Scrap Tyre Rubber

Abstract

An experiment is conducted to evaluate the engineering properties of clayey soil blending with different percentage of Burnt Brick Dust of 10%, 20%, 30%, 40% and 50% by weight where the Burnt Brick Dust is used to stabilize the clayey soil. After achieving the optimum percentage of Burnt Brick Dust the sample mix is further mixed with 8% by weight with Scrap Tyre Rubber of length 25 mm and width 10mm and then the tests are performed. Tests conducted on clayey soil mixed with Burnt Brick Dust and Scrap Tyre Rubber are Liquid Limit, Plastic Limit, Free Swell Index, Optimum Moisture Content, Maximum Dry Density and California Bearing Ratio. A comparison between clayey soil, clayey soil mixed with Burnt Brick Dust and clayey soil mixed with Burnt Brick Dust and Scrap Tyre Rubber is performed. It is found that the properties of clayey soil are improved drastically.

Other Details

Paper ID: IJSRDV5I30780
Published in: Volume : 5, Issue : 3
Publication Date: 01/06/2017
Page(s): 858-860

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