Role of Cement and Fly Ash in Soil Stabilization
Abstract
Soil stabilization changes the engineering properties of soil and produces strength and stability. Use of industrial wastes and manufactured materials in soil stabilization can be cost effective and environmental friendly. As there is a growth of habitations surrounding the PSIT campus, therefore, soil samples collected from this area were analyzed for its plasticity index properties. It was found that soils of this area come under low plastic category. Hence, the low plastic category soil was mixed with fly ash and cement having target to use maximum amount of fly ash and minimum amount of cement for soil stabilization. Hence, the proportions: 100% soil; 85% soil, 10% cement and 5% fly ash;82% soil, 8% cement and 10% fly ash; 79% soil, 6% cement and 15% fly ash; 76% soil, 4% cement and 20% fly ash and 73% soil, 2% cement and 25% fly ash were used in this study.All these proportions including soil were analyzed for particle size analysis, shear strength parameters (angle of shearing resistance and cohesion), compaction characteristics (optimum water content and maximum dry density) and California bearing ratio. Coefficient of uniformity and coefficient of curvature were assessed to determine the gradation of particles. Influences of mix proportions were studied on gradation of particles, angle of shearing resistance and cohesion, optimum water content (OMC) and maximum dry density (MDD) and California bearing ratio (CBR). Mix proportions improved the bearing capacity factors, decreased the OMC and increased the CBR values.
Keywords: Soil stabilization, cement, fly ash, shear strength parameters, compaction characteristics, California bearing ratio
Downloads
Published
Issue
Section
License
Declaration and Copyright Transfer Form
(to be completed by authors)
I/ We, the undersigned author(s) of the submitted manuscript, hereby declare, that the above manuscript which is submitted for publication in the STM Journals(s), is not published already in part or whole (except in the form of abstract) in any journal or magazine for private or public circulation, and, is not under consideration of publication elsewhere.
- I/We will not withdraw the manuscript after 1 week of submission as I have read the Author Guidelines and will adhere to the guidelines.
- I/We Author(s ) have niether given nor will give this manuscript elsewhere for publishing after submitting in STM Journal(s).
- I/ We have read the original version of the manuscript and am/ are responsible for the thought contents embodied in it. The work dealt in the manuscript is my/ our own, and my/ our individual contribution to this work is significant enough to qualify for authorship.
- I/We also agree to the authorship of the article in the following order:
Author’s name
1. ________________
2. ________________
3. ________________
4. ________________
| We Author(s) tick this box and would request you to consider it as our signature as we agree to the terms of this Copyright Notice, which will apply to this submission if and when it is published by this journal. |