Total views : 51
Characterization of Strength and Stiffness Parameters of Clayey Soil Partially Replaced with Plastic Granules
Objectives: In the present study, recycled plastic granules that are available as a raw material to plastic industries are utilized to investigate their role in influencing the shear strength and stiffness parameters of the clayey soil. Methods/Statistical Analysis: Undrained Tri-axial tests are performed on various samples of clayey soil that are partially replaced with recycled plastic granules at different percentages (2.5%, 5%, 7.5%, 10%, and 12.5%) by the weight of dry soil. Findings: Plastics contribute major portion of waste generated by human civilization. As these materials are non-biodegradable, they have considerable life and huge potential in providing solutions to complex engineering problems. In geotechnical engineering applications, researchers are motivated to use plastic wastes either as an alternative to or as a partial replacement of the conventional materials. The experimental results have clearly shown a significant improvement in the shear strength parameter cohesion (c) parameter although there was some compromise on the other parameter angle of internal friction (φ) of the soil – plastic granules mixtures.Application/Improvements: Bearing capacity and slope stability can be improved by adding plastic granules in clayey soil.
Plastic Granules, Stiffness, Strength, Tri-Axial Test
- Indraratna B, Chu J. Ground Improvement: Case Histories, Elsevier Publications, 2005.
- Klaus Kirsch, Alan Bell. Ground Improvement. CRC Press, 2013.
- Nicholson PG. Soil Improvement and Ground Modification Methods. Elsevier, 2015.
- Raison CA. Ground and Soil Improvement. Institution of Civil Engineers, 2004.
- Maher H, Gray DH. Static Response of Sands Reinforced with Randomly Distributed Fibres, Journal of Geotechnical Engineering, ASCE. 1990; 116(11):1661−77.
- Mahmoud G. Shear Strength Characteristics of Sand- Mixed with Granular Rubber, Geotechnical and Geological Engineering. 2004 Sep; 22(3):401−16.
- Consoli NC, Montardo JP, Priotto PDM, Pasa GS. Engineering Behavior of a Sand Reinforced with Plastic Waste, Journal of Geoenvironmental Engineering. 2002; 128:462−72.
- Zheng J, Chen L, Li G. Experimental on Fiber-Reinforced Cohesive Soils. 96th International Symposium on Geosynthetics, Shangai, China;1996. p. 25−32.
- Zornberg JG. Discrete Framework for Limit Equilibrium Analysis of Fiber Reinforcement Soil, Géotechnique. 2002; 52(8):593−604.
- Zornberg JG. Discrete Framework for Limit Equilibrium Analysis of Fibre-Reinforced Soil, Discussion, Géotechnique. 2004; 54(1):72−73.
- Su-In Yoon, Sun-Ho Kim, Young-Bok Yoon. The Relationship between Teaching Experience, Exercise Habit, Health Related Fitness, Bone Density and Arterial Stiffness of Korean Female Teachers, Indian Journal of Science and Technology. 2015 Apr; 8(S7):332−38 .
- Annadurai A, Ravichandran A. Flexural Behavior of Hybrid Fiber Reinforced High Strength Concrete, Indian Journal of Science and Technology. 2016 Jan; 9(1):1−5.
- Priyadharshini E, Veerakumar R, Selvamani P, Kaveri S. An Experimental Study on Strengthening of Reinforced Concrete Beam using Glass Fiber Reinforced Polymer Composites, Indian Journal of Science and Technology. 2016 Jan; 9(2):1−4.
- BIS1498. Classification and Identification of Soils for General Engineering Purposes. Bureau of Indian Standard, New Delhi, India, 1970.
- BIS 2720. Methods of Test for Soils: Part 2 (second revi¬sion), Bureau of Indian Standard, New Delhi, India, 1993.
- Reference Manual. PLAXIS bv, Version 9, Delft University of Technology, The Netherlands, 2011.
- Matsui T, San KC. Finite element slope stability Analysis by Shear Strength Reduction Technique, Soils and Foundations. 1992; 32(1):59−70.
- Duncan, JM. Factors of Safety and Reliability in Geotechnical Engineering, Journal of Geotechnical and Geoenvironmental Engineering, ASCE. 2000; 126(4):307−16.
- There are currently no refbacks.
This work is licensed under a Creative Commons Attribution 3.0 License.