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Interpretation of Rice Husk Ash on Geotechnical Properties of Cohesive Soil

§ Khulna University of Engineering & Technology

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Interpretation of Rice Husk Ash on Geotechnical Properties of Cohesive Soil

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Abstract

This paper demonstrates the effects of rice husk ash (RHA) on the geotechnical properties of soil in stabilized forms specifically strength, workability, compaction and compressibility characteristics. Therefore, laboratory tests such as compaction, Atterberg limits, free swell index, unconfined compressive strength, direct shear and consolidation tests for different percentages of RHA content and original soil samples were performed. These test results show that the soil can be made lighter which leads to decrease in dry density and increase in moisture content and reduced free swelling and compressibility due to the addition of RHA with the soil. Besides that the unconfined compressive strength and shear strength of soil can be optimized with the addition of 10% RHA content.

References

12 Cites in Article
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Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Grytan Sarkar. 2012. "Interpretation of Rice Husk Ash on Geotechnical Properties of Cohesive Soil". Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 12 (GJRE Volume 12 Issue E2).

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords
Classification
GJRE-E Classification FOR Code: 090501
Version of record
v1.2

Issue date
February 17, 2012

Language
English
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Interpretation of Rice Husk Ash on Geotechnical Properties of Cohesive Soil

Grytan Sarkar
Grytan Sarkar Khulna University of Engineering & Technology