Open Access Open Access  Restricted Access Subscription Access

A review on Asessment of stability and strength of soil using plastic waste material

Khushboo Maurya, Gaurav Singh, Aditya Kumar Singh, Mr. Arjit Verma

Abstract


The process which enhances the engineering properties such as shear strength, bearing capacity, etc of soil is referred as soil stabilization. As almost every structure needs a strong foundation on which it can withstand strongly. Soils like sandy, clay soil always deals with the problem of shrinkage, swelling and unequal settlement. Today, disposing of Waste plastic materials are one of the major problems faced by the world. The use of plastic waste materials for stabilization of soil and using plastic as soil stabilizer reduces the problem of disposing plastic waste material to a certain extent and also helps to overcome environmental problems. Aim of this study is to figure out the ways to make utilization of plastic waste materials in civil engineering applications on a big scale. Stabilization of soil has been done with the use of unproportionate waste plastic materials to improve properties like shear strength parameters, compaction effect and bearing strength of sandy& clay soil.

Full Text:

PDF

References


Rebecca Belay Kassa, Tenaw Workie, Alyu Abdela, Mikiyas Fekade, Mubarek Sale, Yonas

Dejene “Soil Stabilization Using Waste Plastic Materials” Open Journal of Civil Engineering paper,Vol. No.10 ,pp 55-68, 20 March 2020

Mr. Ankur Gupta, Vidit Saxena, Vinayak Gaur, Vishal Kumar, Tarun Kumar, “A Review paper on Stabilization of Soil using Plastic waste as an additive” International Research Journal of Engineering and Technology (IRJET), Vol.No.06, pp 6435-6440,05 May 2019

Hussein Jalal Aswad Hassan & Jabar Rasul & Maleaha Samin,” Effects of Plastic Waste Materials on Geotechnical Properties of Clayey Soil” Springer,Vol. No. 08 pp 319-413, 04 January 2021.

Peddaiah, S.B. (2018). Experimental Study on effect of waste plastic bottle strips in soil improvement Geotechnical and Geological Engineering, 36 (5), pp. 2907-2920.

Tarun Kumar, Suryaketan” Behaviour of soil by mixing of plastic strips”, International Research Journal of Engineering and Technology e-ISSN:23950056, Vol.5, issue 05, May 2018.

Abdelsalam, Z. A. (2019) Reinforcing Some Kuwaiti Soils with Shredded High-Density Polyethylene (HDPE), Environmental & Engineering Geosciences, 25(3), pp. 213-221.

Panda, R. a. (2020). Improvement in Engineering Behaviour of Expansive Soil Reinforced with Randomly Distributed Waste Plastic Strips. Springer Singapore. pp. 239-248.

Kumar, J. a. (2020). Experimental analysis of soil stabilization using e-waste. Materials Today: Proceedings, 22, pp.456-459.

IS 2720-3-1 (1980): Methods of test for soils, Part 3: Determination of specific gravity, Section 1: Fine grained soils [CED 43: Soil and Foundation Engineering]

IS 2720-3-2 (1980): Methods of test for soils, Part 3: Determination of specific gravity, Section 2: Fine, medium and coarse-grained soils [CED 43: Soil and Foundation Engineering


Refbacks

  • There are currently no refbacks.