Effects of Fines on Shear Parameter of Sandy Soil

Authors

  • Shivani K Kharva  Student, Civil Department, Sigma Institute of Engineering And Technology, Vadodara, Gujarat, India
  • Bhumika B Patel  Student, Civil Department, Sigma Institute of Engineering And Technology, Vadodara, Gujarat, India
  • Alpana A Vasava  Student, Civil Department, Sigma Institute of Engineering And Technology, Vadodara, Gujarat, India
  • Minal B Vasava  Student, Civil Department, Sigma Institute of Engineering And Technology, Vadodara, Gujarat, India
  • Yogin Gajjar  Assistant Professor, Civil Department, Sigma Institute of Engineering And Technology, Vadodara, Gujarat, India

Keywords:

Shear parameters, fine contents, density

Abstract

The occurrence and distribution of soil in nature is such that the various types of soil can be found together. The presence of fines in sand is generally recognized as problem in geotechnical engineering, because it influences the engineering properties of soil such as Strength, Relative Density and Classification of Soil. It was established that, the soils cohesion increase with increasing silt content, the angle of internal friction decreased with increasing silt content at the same moisture content.

References

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International Journal of Scientific Research in Science, Engineering and Technology

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Published

2018-04-10

Issue

Volume 4, Issue 5, March-April-2018

Section

Research Articles

License

Copyright (c) IJSRSET

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

How to Cite

[1]
Shivani K Kharva, Bhumika B Patel, Alpana A Vasava, Minal B Vasava, Yogin Gajjar, " Effects of Fines on Shear Parameter of Sandy Soil, International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 4, Issue 5, pp.42-45, March-April-2018.