A Study on Compaction, Strength Characteristics and Hydraulic Properties of an Problematic Soil Stabilized With Industrial Wastes

Authors

  • Satish Department of Computer Science Engg., Dayananda Sagar College of Engineering, Bangalore, India
  • Sameer Iqbal Department of Computer Science Engg., Dayananda Sagar College of Engineering, Bangalore, India
  • Subhasgouda Yallappagoudar Department of Computer Science Engg., Dayananda Sagar College of Engineering, Bangalore, India
  • Ubaid Aijaz Department of Computer Science Engg., Dayananda Sagar College of Engineering, Bangalore, India
  • H. N. Sridhar Department of Computer Science Engg., Dayananda Sagar College of Engineering, Bangalore, India

Keywords:

Soil Sample, Solid Waste, Stabilization, Swell Shrink

Abstract

Expansive soil is a soil which is problematic for civil engineers due to it's low strength & cyclic swell shrink behavior. Stabilization using solid wastes is one of the different methods of treatment, to improve the engineering properties and make it suitable for construction. The useful effects of some important solids wastes obtained from laboratory works and expansive soil stabilization has been discussed in this paper.

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Published

04-12-2020

Issue

Vol. 1 No. 4 (2020)

Section

Articles

License

Copyright (c) 2021 Satish, Sameer Iqbal, Subhasgouda Yallappagoudar, Ubaid Aijaz, H. N. Sridhar

Creative Commons License

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

How to Cite

[1]
Satish, S. Iqbal, S. Yallappagoudar, U. Aijaz, and H. N. Sridhar, “A Study on Compaction, Strength Characteristics and Hydraulic Properties of an Problematic Soil Stabilized With Industrial Wastes”, IJRAMT, vol. 1, no. 4, pp. 8–9, Dec. 2020, Accessed: Dec. 22, 2024. [Online]. Available: https://journals.ijramt.com/index.php/ijramt/article/view/463