Improvement of Sub Base Soil Using Sand-Cement Stabilization
American Journal of Civil Engineering
Volume 4, Issue 5, September 2016, Pages: 241-246
Received: Jun. 22, 2016;
Accepted: Jul. 15, 2016;
Published: Aug. 3, 2016
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Md. Mahmud Hasan Mamun, Department of Civil Engineering, University of Information Technology and Sciences, Dhaka, Bangladesh
Md. Firoz Mahmood Ovi, Department of Civil Engineering, Ahsanullah University of Engineering and Technology, Dhaka, Bangladesh
Farhana Akhter, Department of Civil Engineering, University of Information Technology and Sciences, Dhaka, Bangladesh
Saurav Barua, Department of Civil Engineering, University of Information Technology and Sciences, Dhaka, Bangladesh
Mohiuddin Ahmed, Department of Civil Engineering, University of Information Technology and Sciences, Dhaka, Bangladesh
Thahomina Jahan Nipa, Department of Civil Engineering, University of Information Technology and Sciences, Dhaka, Bangladesh
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Sand is the most available construction material in Bangladesh. Sand- cement stabilization is more cost effective and environment friendly for the construction of sub-base pavement layer in perspective of Bangladesh. The researchers conducted an investigation for the use of cement stabilized fine to medium sand in the construction of roads. Sands from various location such as—Mymensingh, Fajilpur Munshigonj and Sunamgonj are procured for this research work. Although Sunamgonj and Fajilpur sand are slightly expansive, those sand can be easily used as a substitute of unbounded material. According to the laboratory tests, all of the four types of sand have satisfied the criteria of sub-base layer strength on 14 days. The sand-cement material with 8 to 10% cement proved to be adequate for sub-base layers of heavily trafficked roads. It is observed that, sand sample with 8% cement mixes obtained from Fajilpur and Sunamgonj fulfill the specification requirements of sub-base layer for low traffic roads. On the basis of quantitative evaluation, appropriate sand-cement stabilization systems for roads need to be exercised and suggested.
Sand, Sub Base, Cement, Soil Stabilization, Unbounded Material
To cite this article
Md. Mahmud Hasan Mamun,
Md. Firoz Mahmood Ovi,
Thahomina Jahan Nipa,
Improvement of Sub Base Soil Using Sand-Cement Stabilization, American Journal of Civil Engineering.
Vol. 4, No. 5,
2016, pp. 241-246.
Copyright © 2016 Authors retain the copyright of this article.
This article is an open access article distributed under the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/
) which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
AASHTO Guide for Design of Pavement Structures. American Association of State Highway and Transportation Officials, Washington, DC, 1993.
Soil Stabilization in Pavement Structures. A User's Manual. Volumes 1 and 2. Federal Highway Administration, Report No. FHWA-IP-80-2, Washington, DC, 1980.
Formerly Federal-aid Policy Guide Non-Regulatory Supplement NS 23 CFR, Part 626, April 8, 1999, Transmittal 25.
Roads and Highways Department (1998), Design Report, Volume 1, Main Report, Rehabilitation of Dhaka-Sylhet Road, Roads and Highways Department, Dhaka, Bangladesh.
Roads and Highways Department (2000a), Final Design Report, Third Road Improvement Project, RHD, Dhaka, Bangladesh.
Roads and Highways Department, Bangladesh (2002a), Proposed Pavement Design Standards for Roads & Highways Department, Dhaka, Bangladesh.
Quality control manual, LGED, September 2005.
Islam, R (2004): “Civil Engineering Materials-01”. Revised version, Published in Dhaka, Bangladesh Technical Education Board (CT113).
Hornbostel, C (1991): “Construction Materials”. 2nd Edition. Published in U.S.A, John Wiley and Sons, Inc.
Donald Mcglinchey (2005), “Characterisation of bulk solids”, CRC Press. (https://en.wikipedia.org/wiki/Sieve_analysis)