Optimum Fly Ash Content to Improve the Geotechnical Properties of Expansive Soil-Reference-Cited by-同舟云学术

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Optimum Fly Ash Content to Improve the Geotechnical Properties of Expansive Soil

Published:2024-02-22 Issue: Volume:17 Page:30-39
ISSN:
Container-title:Geo-Congress 2024
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Author:

Makhdoom Ali M.¹²³⁴,Saxena Ashray¹²³⁴,Shariq M.¹²³⁴,Anwer Khan M.¹²³⁴

Affiliation:

1. Junior Engineer, Rural Engineering Dept., Government of Uttar Pradesh, India.

2. Dept. of Civil Engineering, Indian Institute of Technology, Gandhinagar, Gujarat, India.

3. Associate Professor, Dept. of Civil Engineering, Aligarh Muslim Univ., Aligarh, India.

4. Professor, Dept. of Civil Engineering, Aligarh Muslim Univ., Aligarh, India.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485330.004

Reference19 articles.

1. Stabilization of residual soil with rice husk ash and cement

2. Geo engineering properties of expansive soil stabilized with fly ash;Bose B.;Electronic Journal of Geotechnical Engineering,2012

3. Use of Class C Fly Ashes for the Stabilizationof an Expansive Soil

4. EFFECT OF FLY ASH ON GEOTECHNICAL PROPERTIES OF LOCAL SOIL-FLY ASH MIXED SAMPLES

5. Stabilization of expansive subgrade soil by using fly ash;Kumar P. G.;Materials Today: Proceedings,2021

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1. Modification of Bentonite Clay Using Recycled Glass Powder and Polypropylene Fiber;Geotechnical and Geological Engineering;2024-06-03

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