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An Innovative Technique for Soil Improvement by Polythene Waste

Manoj Sharma


This study investigated the possibility of making use of polyethylene buying baggage waste to boost soils to pave way for its use in civil engineering projects together with in street bases, embankments and slope stabilisation. A chain of direct shear tests become undertaken on soil-plastic composites of decided on sandy soils: Klipheuwel and Cape residences sands. Strips of shredded plastic cloth had been used as reinforcement inclusions at concentrations of as much as zero. 5% by means of weight. The effect of various dimensions of the strips was investigated via the usage of strip lengths from 20 to 45 mm and strip widths from 8 to 18 mm. Shear strength parameters have been received for composite specimen from which analyses have been accomplished to become aware of the extent of soil improvement. The testing programme involved addition of stable strips as well as perforated strips with various diameters of perforations to have a look at the impact of the openings at the strips. Laboratory effects received favourable advice that inclusion of this fabric in sandy soils might be powerful for ground development in geotechnical engineering

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Thompson RC, Moore CJ, Vom Saal FS, et al. S.H. Plastics, the Environment and Human Health: Current Consensus and Future Trends. Philos T Royal Soc B. 2009; 364: 2153–2166p.

Azapagic A, Emsley A, Hamerton L. Polymers, the environment and sustainable development. John Wiley & Sons Ltd., 2003.

Barnes DKA, Galgani F, Thompson RC, et al. Accumulation and fragmentation of plastic debris in global environments. Philos T Royal Soc B. 2009; 364: 1985–1998p.

Nhamo G. Regulating Plastics Waste, Stakeholder Engagement and Sustainability Challenges in South Africa. Urban Forum, Springer Sci. 2008; 19: 83–101p.

Chen X, Xi F, Geng Y, et al. The potential environmental gains from recycling waste plastics: Simulation of transferring recycling and recovery technologies to Shenyang, China. Waste Manage. 2011; 31: 68–179p.

Zornberg JG. Discrete framework for limit equilibrium analysis of fiber reinforced soil. Géotechnique. 2002; 52(8): 593–604p.

Consoli NC, Casagrande MDT, Coop MR. Performance of a fiber reinforced sand at large shear strains, Geotechnique. 2007; 57(9): 751–756p.

Falorca IMCFG, Pinto MIM. Effect of short, randomly distributed polypropylene microfibers on shear strength behaviour of soils. Geosynth Int. 2011; 18(1): 2–11p.

Maher MH, Ho YC. Mechanical properties of kaolinite fibre soil composite. ASCE J Geotech Eng. 1994; 20(8): 1381–1393p.

Santoni RL, Tingle JS, Webster SL. Engineering Properties of Sand-Fiber Mixtures for Road Construction, J Geotech Eng. ASCE. 2001; 27(3): 258–268p.

Miller CJ, Rifai S. Fiber reinforcement for waste containment soil liners. J Environ Eng. 2004; 130(8): 891–895p.

Gregory GH, Chill DS. Stabilization of earth slopes with fiber reinforcement. Proceedings of the Sixth International Conference on Geosynthetics, Atlanta, Georgia, USA, 1998.

Ibraim E, Fourmont S. Behaviour of sand reinforced with fibres. Geotechnical Symposium on Soil Stress-Strain Behavior: Measurement, Modeling and Analysis, Roma, 2006, 807–818p.

Chebet FC, Kalumba D, Avutia D. Investigating the effect of plastic shopping bag waste material on load bearing capacity of foundation soils in civil engineering. Proceedings of the 21st WasteCon Conference and Exhibition, East London, South Africa, 2012, 376–383p.

Andrady AL, Neal MA. Applications and societal benefits of plastics. Philos T Royal Soc B. 2009; 364: 1977–1984p.



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