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Comparison of the Stabilization Behavior of Fly Ash and Bottom Ash Treated Expansive Soil Cover

Comparison of the Stabilization Behavior of Fly Ash and Bottom Ash Treated Expansive Soil

Engineer: Journal of the Institution of Engineers, Sri Lanka

Volume 50 (2017): Issue 1

By: T. B. C. H. Dissanayake, S. M. C. U. Senanayake and M. C. M. Nasvi

Open Access

|Feb 2017

Authors

T. B. C. H. Dissanayake

charith035@gmail.com

University of Peradeniya

S. M. C. U. Senanayake

udaya1senanayake@gmail.com

University of Peradeniya

M. C. M. Nasvi

nasvimcm@pdn.ac.lk

University of Peradeniya

Articles in this issue

DOI: https://doi.org/10.4038/engineer.v50i1.7240 | Journal eISSN: 2550-3219

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Language: English

Page range: 11 - 19

Published on: Feb 9, 2017

Published by: The Institution of Engineers, Sri Lanka

In partnership with: Paradigm Publishing Services

Keywords:

Expansive soil,

Swell pressure,

Uniaxial compressive strength

© 2017 T. B. C. H. Dissanayake, S. M. C. U. Senanayake, M. C. M. Nasvi, published by The Institution of Engineers, Sri Lanka
This work is licensed under the Creative Commons License.

Volume 50 (2017): Issue 1

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