Optimization of Fly-Ash to Soil Mix Ratio and Curing Period for Subgrade Use

  • M A Karim Department of Civil and Construction Engineering, Kennesaw State University, Marietta Campus, 1100 South Marietta Parkway, Marietta, GA 30060, United States http://orcid.org/0000-0001-9663-4443
  • Sami Hassan Ahmed MC Squared, Inc., 1275 Shiloh Road NW, Suite 2620, Kennesaw, GA 30144, United States
  • Fatih Oncul Department of Civil and Construction Engineering, Kennesaw State University, Marietta Campus, 1100 South Marietta Parkway, Marietta, GA 30060, United States
Ariticle ID: 91
3746 Views, 116 PDF Downloads
Keywords: Fly-ash, soil stabilization, optimization of fly-ash content

Abstract

A laboratory study was conducted to determine the optimum fly-ash to soil ratio that can be used as a road subgrade to improve strength and compactability. Proctor compaction, grain size distribution, Atterberg limits, and unconfined compression tests were conducted. Proctor compaction test was conducted to determine the optimum moisture content and maximum dry density of soil samples with 0%, 40%, 50%, and 60% fly-ash content. Atterberg limits and grain size distribution tests were conducted to classify the soil. Unconfined compression test was conducted with air-dry curing periods of 0, 2, 8, and 28 days to determine the strength. Curing periods help understand the strength gained with time. It is obvious from the study that the optimum soil to fly-ash mixture was a mixture of soil and 50% fly-ash which is expected to perform better as subgrade materials for a curing period of 8 days; however, a mixture of soil with 40% fly-ash content could also be used as a viable alternative for the same curing period.

Author Biography

M A Karim, Department of Civil and Construction Engineering, Kennesaw State University, Marietta Campus, 1100 South Marietta Parkway, Marietta, GA 30060, United States

Dr. M. A. Karim has more than 27 years of experience in teaching, research, government regulations, and consulting. He had his B.Sc. and M.Sc. in Civil Engineering from Bangladesh University of Engineering and Technology (BUET) in 1989 and 1992, respectively. He spent about six years as a full-time faculty at BUET. He came to USA in 1995 and finished his Ph.D. in Civil/Environmental Engineering from Cleveland State University, Ohio in 2000. He worked about three years for ALLTEL Information Services in Twinsburg, Ohio as an Applications Programmer. Then he worked about eight years (in two different times) for the Virginia Department of Environmental Quality (VDEQ) as a Senior Environmental Engineer (Solid Waste Permit Writer) and taught at Virginia Commonwealth University (VCU) as an Affiliate Professor before he went to Trine University in January 2008, as a full-time Assistant Professor of Civil & Environmental Engineering. He taught part-time at Indiana University-Purdue University Fort Wayne (IPFW) while employed at Trine University. During his time at Trine University he taught a course for VCU on-line using Wimba class room. He also taught at Stratford University, Richmond, Virginia campus as an adjunct faculty while working for VDEQ. Since Fall of 2011, he has been working for Kennesaw State University, Marietta Campus (the then Southern Polytechnic State University (SPSU), Marietta, Georgia, merged with Kennesaw State University in January 2015) as a full-time faculty in Civil and Construction Engineering. He is a registered professional engineer for the State of the Commonwealth of Virginia and the state of Georgia. He has more than twenty five journal and proceeding publications and three professional reports in the area of soil and sediment remediation, environmental management, statistical hydrology, project based learning, and engineering education. He is a member of American Society of Civil Engineers (ASCE) and American Society for Engineering Education (ASEE). He is also an ABET EAC Program Evaluator Volunteer (ABET EAC PEV) for civil engineering program. You can visit his website at http://facultyweb.kennesaw.edu/mkarim4 for further details. His research interests are soil and sediment characterization, decontamination, and remediation, solid and hazardous waste treatment and management, and wastewater treatment and reclamation.
The other important links are:
https://www.linkedin.com/pub/dr-m-a-karim-p-e/14/a46/b33
https://www.researchgate.net/profile/M_A_Karim
https://scholar.google.com/citations?hl=en&user=yGrbN08AAAAJ&view_op=list_works&sortby=pubdate

References

American Coal Ash Association (ACAA), 2016 Production and Use Survey Results News Release. (Accessed: 28 May 2018) https://www.acaa-usa.org/Publications/ProductionUseReports.aspx

Mahvash S, López-Querol S, and Bahadori-Jahromi A. Effect of class F fly-ash on fine sand compaction through soil stabilization. Structural Engineering, Civil Engineering 2007; 3(3): https://doi.org/10.1016/j.heliyon.2017.e00274

Environment Information System (ENVIS). Summary of Fly-ash Generation and Utilization during the Year 2011-12, 2012-13, 2013-14, 2014-15 and 2015-16, 2016-2017 First Half Year” 31/07/2017.

Caldas-Vieira F, and Feuerborn HJ. Impact of Political Decisions on Production and Use of Coal Combustion Products in Europe World of Coal Ash 2013. 2013, pg 17. Lexington, Kentucky USA: WOCA.

Naik TR, Shiw S. Singh SS, and Ramme, BW. Effect of Source of Fly-ash on Abrasion Resistance of Concrete. Journal of Materials in Civil Engineering, 2002; 14(5): 417-427. https://doi.org/10.1061/(ASCE)0899-1561(2002)14:5(417).

Pandey VC and Singh N. Impact of fly-ash incorporation in soil systems. Agr. Ecosyst. Environ. 2010; 16-27.

Yadav AK, Gaurav K, Kishor R, and Suman SK. Stabilization of alluvial soil for subgrade using rice husk ash, sugarcane bagasse ash and cow dung ash for rural roads. International Journal of Pavement Research and Technology, 2016; 10, 254–261.

White DJ, Harrington DS, and Thomas Z. Fly-ash Soil Stabilization for Non-Uniform Subgrade Soil. Volume I: Engineering Properties and Construction Guidelines” Iowa Highway Research Board, 2005, IHRB Project TR-461; FHWA Project 4.

Phanikumar BR and Sharma RS. Volume change behavior of fly-ash-stabilized clays, Journal of materials in Civil Engineering, 2007, 19(1): 67–74.

Ozdemir MA. Improvement in Bearing Capacity of a Soft Soil by Addition of Fly-ash. Procedia Engineering, Vol. 143, no. Advances in Transportation Geotechnics III, 01 Jan. 2016, 498-505. EBSCOhost, doi: 10.1016/j.proeng.2016.06.063.

Nath BD. Study on Strength Behavior of Organic Soil Stabilized with Fly-ash. International Scholarly Research Notices, 2017; 11: 5786541. EBSCOhost, doi:10.1155/2017/5786541.

Mahesh KG and Satish TB. Effect of fly-ash on Properties of Expansive soil. International Journal of Scientific and Engineering Research, 2013; 4(5): 37-40.

Georgia Power’s Plant Bowen Environmental Management System. 2016; http://www.georgiapower.com/company/research-conservation-and-stewardship/management-closures/plant-list/plant-bowen.html

Hassan AS. Unitization of High Percentage of Fly-ash in Silty Soil to Enhance the Engineering Properties for Subgrade Use [MS thesis]. Georgia (GA): Kennesaw State University; 2018, p.124.

Bhuvaneshwari S, Robinson RG, and Gandhi SR. Stabilization of Expansive Soils using Flyash. Fly-ash India 2005, New Delhi. Fly-ash Utilization Programme (FAUP), TIFAC, DST, New Delhi – 110016.

Published
2019-09-19
How to Cite
Karim, M. A., Ahmed , S. H., & Oncul, F. (2019). Optimization of Fly-Ash to Soil Mix Ratio and Curing Period for Subgrade Use. Insight - Civil Engineering, 2(1), 91. https://doi.org/10.18282/ice.v2i1.91
Section
Articles