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A Study on the Friction Angel of Cox’s Bazaar Sea Sand by Adding Recycled Plastic Chips

Nasima Sultana, A S M Fahad Hossain, Shotodru Bhowmic, Md Shahidul Hoque, Farjana Akter Shantana

Abstract


Sea sand is that type of soil which is abundantly available, does not contain any organic content; the gradation of this soil is naturally good and can be mined at a low cost. The strength of this soil can be improved by using various methods. This study is mainly focused on the strength behavior of sea sand by adding recycled plastic chips of various percentages. The main reason for using plastic chips is that plastic materials should be used in a constructive way. As the usage of plastic materials is increasing day by day, it has become a great threat to our society and environment. In this study, used plastic bottles are altered into plastic chips and then these are mixed up with sea sand which was collected from Cox’s Bazar and plastic chips of 5, 10 and 15 percent were mixed. Direct shear test has been conducted to check the friction angel the sea sand. According to the results it is seen that the angle of internal friction of sea sand does not improve much by adding different percentages of plastic chips with the mother soil.

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References


F. Changizi, A. Haddad, Effect of Nano-SiO2 on the geotechnical properties of cohesive Soil. Geotech Geol Eng. 2015.34:725–733p.

Mu. Tianhong, Soil stabilization with fly ash and fibers. Master Thesis,

Southern Illinois University Carbondale.2013.

S. A. Naeini, H. Rahmani. Effect of Waste Bottle Chips on Strength Parameters of Silty Soil. International Journal of Civil and Environmental Engineering.2017.11(1)

A.S. Muntohar. Influence of Plastic Waste Fibers on the Strength of Lime-Rice Husk Ash Stabilized Clay Soil.Civil Engineering Dimension.2009.11(1):32-40p.

M. Neopaney, U.K. Wangchuk, S.Tenzin, K.S. Chamberlin. Stabilization of Soil by Using Plastic Wastes. International Journal of Emerging trends in Engineering and Development. 2102.2(2).


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