SOIL STABILISATION USING FLY-ASH & LIME

Navale Avinash Vitthal; Gite Balasaheb Eknath; Mundada Madhuri Darshan; Kolhe Sandip Bajirao

SOIL STABILISATION USING FLY-ASH & LIME

June 2016

Vol-2, Issue-3

Paper ID: 2805

ISSN: 2395-4396

Downloads: 0

Abstract & Details

Research Area

Civil Engineering

Keywords

CBR Soil Stabilization Fly Ash Lime Pavement.

Abstract

The California Bearing Ratio Test (CBR Test) is a test first developed by California State Highway Department (U.S.A.) for evaluating the bearing capacity of sub-grade soil for design of flexible pavement. The CBR value of the sub grade soil is being used widely since a long time in design of pavement structure and is critical in deciding the overall thickness of the pavement. Additionally, for good drainage, atypical specification for the pavement foundation design requires the value of permeability coefficient of the sub grade material to be specified. Thus, permeability and CBR constitute two important parameters in the design and assessment of long term performance of the pavement. In this project only strength aspects of pavement sub-grade have been considered. In this study, laboratory investigations have been carried out on soil samples by adding different materials.

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Author Information

#	Name	Institute / Affiliation
1	Navale Avinash Vitthal	Amrutvahini College of Engineering, Sangamner
2	Gite Balasaheb Eknath	Amrutvahini College of Engineering, Sangamner
3	Mundada Madhuri Darshan	Trinity College of Engineering & Research, Pune
4	Kolhe Sandip Bajirao	Amrutvahini College of Engineering, Sangamner

How to Cite

Use the following formats to cite this article in your research.

APA Style

Vitthal, Navale Avinash, Eknath, Gite Balasaheb, Darshan, Mundada Madhuri, & Bajirao, Kolhe Sandip (2016). SOIL STABILISATION USING FLY-ASH & LIME. International Journal of Advance Research and Innovative Ideas In Education, 2(3), 4588-4596.

MLA Style

Vitthal, Navale Avinash, et al. "SOIL STABILISATION USING FLY-ASH & LIME." International Journal of Advance Research and Innovative Ideas In Education, vol. 2, no. 3, 2016, pp. 4588-4596.

IEEE Style

Navale Avinash Vitthal, Gite Balasaheb Eknath, Mundada Madhuri Darshan, and Kolhe Sandip Bajirao, "SOIL STABILISATION USING FLY-ASH & LIME," International Journal of Advance Research and Innovative Ideas In Education, vol. 2, no. 3, pp. 4588-4596, 2016.

Vancouver Style

Vitthal Navale Avinash, Eknath Gite Balasaheb, Darshan Mundada Madhuri, Bajirao Kolhe Sandip. SOIL STABILISATION USING FLY-ASH & LIME. International Journal of Advance Research and Innovative Ideas In Education. 2016;2(3):4588-4596.

Harvard Style

Vitthal, Navale Avinash, Eknath, Gite Balasaheb, Darshan, Mundada Madhuri, & Bajirao, Kolhe Sandip (2016) 'SOIL STABILISATION USING FLY-ASH & LIME', International Journal of Advance Research and Innovative Ideas In Education, 2(3), pp. 4588-4596.

Chicago Style

Vitthal, Navale Avinash, et al. "SOIL STABILISATION USING FLY-ASH & LIME." International Journal of Advance Research and Innovative Ideas In Education 2, no. 3 (2016): 4588-4596.

Turabian Style

Vitthal, Navale Avinash, et al. "SOIL STABILISATION USING FLY-ASH & LIME." International Journal of Advance Research and Innovative Ideas In Education 2, no. 3 (2016): 4588-4596.