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IRJET - Study on Site Soil Treated with Bagasse Ash as a Liner Material
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 07 Issue: 02 | Feb 2020 www.irjet.net p-ISSN: 2395-0072 © 2020, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 1345 Study on Site Soil Treated with Bagasse Ash as a Liner Material Jishnu P S1, Mohini M B2 1Student, Department of Civil Engineering, Marian Engineering College, Thiruvananthapuram, Kerala. 2Assistant Professor, Department of Civil Engineering, Marian Engineering College, Thiruvananthapuram, Kerala. ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract - Due to the increase in industrialization and population, large quantities ofwastearegenerated in different forms. The wastes produced are of mainly solid type wastes such as mining waste, municipal waste, construction and demolition waste, sewage sludge waste, hazardous waste, coal ash, agricultural waste etc. When these types of wastes are dumped on the ground, it causes several environmental problems. Solid waste disposal facility is designed on the concept of contained waste by isolating them from the environment by providing an impermeable liner at the base and at the sides of the waste called a landfill. Soil liners are commonly used inthebaseof wastecontainment facilities and it has been used for many years. A low hydraulic conductivity is a key parameter in the designoflinertoprevent the downward migration of contaminants into aquifers. The previous studies revealed that the soil liner should have a hydraulic conductivity lower than 1x10-9 m/s. Sugarcane bagasse ash is a by-productofsugarfactoriesfound after burning sugarcane bagasse which itself is foundafterthe extraction of all economical sugar from sugarcane. The disposal of this material is already causing environmental problems around the sugar factories. This study deals with the potential use of sugarcane bagasse ash as an additive to improve the geotechnical properties of soil and thereby suitably using it as a liner material. Key Words: Bagasse ash, Liner material, Hydraulic conductivity, Site soil, Compaction, UCC. 1. INTRODUCTION 1.1 GENERAL Due to the increase in industrialization and population, large quantities of waste are generated in different forms. The wastesproducedareofmainlysolidtype wastes such as mining waste, municipal waste, construction and demolition waste, sewage sludge waste, hazardous waste, coal ash, agricultural waste etc. When these types of wastes are dumped on the ground, it causes several environmental problems. Solid waste disposal facility is designed on the concept of containedwastebyisolatingthem from the environment by providing an impermeable liner at the base and impermeable cover at the top of the waste is called a landfill. The landfills are of various types such asengineered landfill, sanitary landfill and secured landfill.Theengineered type of landfill is the environmentally acceptable disposal of waste on ground. Sanitary landfillsarewherenon-hazardous waste is spread in layers, compacted and covered with earth at the end of each working day. Secure landfills are those where hazardous waste is disposed of by burial, in holes or trenches in ground lined with impervious plastic sheeting to prevent leakage or leachingofdangeroussubstancesinto soil and water supply. Engineered containment systems are the modern landfills which have been designed to minimizetheimpact of solid waste on the environment and human health. The modern landfills are provided with a liner system for isolating the landfill contents from the environment andalso for protecting the soil and ground water from pollution originating in the landfill. An important threat caused to the ground water posed by modern landfillsisleachate.Leachate and landfill gases are the important constituents formed inside the landfill. Leachate is the liquid compound that formed as the reactions occurred inside the landfill. It varies widely in its composition regarding to thetypeof wastesthat present in the landfill and age of the landfill. . It mainly contains both suspended and dissolved material. Like leachate, the landfill gases are also formed due to chemical reactions produced by the wastes inside the landfill. The leachate may move from the landfill and contaminate the ground water and soil, which results in the risk to all living beings. For retarding the entry of leachate liners are provided. The liners provided in the landfill are constructed to make as a barrier between the waste and environment. Also the movement of leachate to drain the leachate to the collection and treatment facilities. The important requirement for liner is the low hydraulic conductivity to remove the possibility of advective flow throughliner.Asper the environment protection agency (EPA) regulations, the hydraulic conductivity of liner should be below 1x 10-9 m/s. The hydraulic conductivity is depended upon the materials present in the liner. Along with the hydraulic conductivity, compaction density, volume change, compressibility etc. are some of the other important factors depend upon the effectiveness of the liner. Osinubi et al., (1998) has done laboratory tests on a residual lateritic soil treated with quick lime about8%in dry soil to evaluate the effect of lime content, curing period and compactive effort in the permeability of lateritic soil-lime mixtures at various maximum dry densities and optimum moisture contents corresponding to it. Permeability of specimens increased with 4% lime content to its maximum amount and decreased after 4%
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 07 Issue: 02 | Feb 2020 www.irjet.net p-ISSN: 2395-0072 © 2020, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 1346 1.2 LINER SPECIFICATION As per Boyton and Daniel the specification suitable for liner construction are as follows: Table 1: Liner Specification 2. OBJECTIVES The main objectives of the study include: Suitability of Bagasse Ash treated Site soil as a liner material. To determine engineering properties of bagasseash added site soil by varying its percentage. To determine suitable amount of Bagasse ashadded in the soil to perform as a good liner. Effectiveness of treated soil against the transport of leachate. 3. METHODOLOGY 3.1 Materials used 3.1.1 Site soil. The site soil used in this investigation was collected from Kunnuvila, Neyyattinkara, Thiruvananthapuram. Various laboratory tests were done on the soil to determine the properties of the soil considered. The soil isclassifiedasCI as per Indian standards. The physical and compaction properties of soil are summarised in Table.2 3.1.2 .Bagasse ash Sugarcane bagasse ash is a by-product of sugar factories found after burning sugarcane bagasse which itself is found after the extraction of all economical sugar from sugarcane. The disposal of this material is already causing environmental problems around the sugar factories. This study examined the potential useofsugarcanebagasseash as an additive for reducing the permeability of the soil, by providing it proper binding properties. Bagasse ash was added in the soil as 0%, 2%, 4%, 6% and 8%.So, as to obtain the required properties to the soil. Table.2 Geotechnical properties of Site soil considered. 4. RESULTS AND DICUSSION 4.1 Compaction Characteristics It is necessary to find the optimum dosage of Bagasse ash for the Site soil to be improved. For this, compaction test were conducted with various dosages of Bagasse ash such as 2%, 4%, 6% and 8%. Figure 1 shows the compaction curve for different dosages. In general, the compaction characteristics are affected by soil type and composition of soil particles. Chart 1.Compaction curve for different dosage of Bagasse ash From the test results, optimum dosage of bentonite in kaolinite was obtained as 20%. The variation of maximum dry density (MDD) and OMC with increase in bentonite dosage is illustrated in Table 3 Liner specification Percentage of fines ≥ 20 -30% Percentage of gravel ≤ 30% Plasticity Index ≥ 7 – 10% Coefficient of permeability ˂ 1 x 10-7cm/s SI No. Property Values 1 Specific gravity, G 2.62 2 Permeability, k (cm/s) 16.7 x 10-7 3 Liquid limit (%) 39 4 Plastic limit (%) 29.67 5 Plasticity index (%) 9.33 6 U C C Strength(kN/m2) 65.74 7 Optimum moisture content (%) 24 8 Maximum dry density (g/cc) 1.69 9 Percentage of clay (%) 57 10 Percentage of silt (%) 24 11 Percentage of sand (%) 19 12 IS Classification CI
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 07 Issue: 02 | Feb 2020 www.irjet.net p-ISSN: 2395-0072 © 2020, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 1347 Table 2.Variation of OMC and MDD with respect to dosage of Bagasse ash 3.2 Unconfined compressive strength For conducting unconfined compression test samples are prepared in optimum moisturecontent.Sampleisfilledin the mould at required maximum dry density andsampleistaken out from the mould without any distortion at varying percentage of Bagasse ash corresponding to MDD values. Then the sample is tested in unconfined compressive strength apparatus. Chart 2. Variation in UCC strength of the soil Table.3 Variation in Unconfined Compressive Strength with Bagasse Ash addition. Percentage of Bagasse Ash U C C Strength(kg/ ) 0% 9.0742 2% 15.054 4% 18.042 6% 20.567 8% 18.345 3.3 Hydraulic Conductivity The hydraulic conductivity of soil mix was determined using 1-D consolidation apparatus. The soil is added with varying percentage of bagasse ash and is tested to determine the hydraulic conductivity of soil considered. The so obtained values are tabulated in Table 4. Chart 3.Hydraulic conductivity of soil treated with Bagasse ash Table 4. Variation in hydraulic conductivity with varying Bagasse ash percentage. Percentage of Bagasse Ash Permeability (cm/s) 0% 16.7 x 2% 11.54 x 4% 7.54 x 6% 5.67 x 8% 6.22 x 4. CONCLUSIONS Following are the conclusions obtained from the study : Maximum dry density and U C C Strength were found to increase with increase in addition of Bagasse ash. Permeability was found to decrease withincreasein addition of Bagasse ash. Liner has to carry the super imposed loads due to overlying loads. As U C C Strength increases, efficiency of liner also increases. Permeability of soil decreased and itindicatesthatit can prevent leaching out of contaminants and can further prevent contamination of ground water. REFERENCES [1] Bruno Yaron and Grant W. Thomas (1968). “Soil hydraulic conductivity affected by sodic soils.”Journal of Geotechnical and Geoenvironmental Engineering., 4(3), 26-34. [2] Kolawole J. Osinubi, M.ASCE, and Charles M. O. Nwaiwu (2006). “Design of Compacted Lateritic Soil Liners and Covers.” Journal of Geotechnical and Geoenvironmental Engineering., 132(2), 115-122. Percentage of Bagasse Ash OMC (%) Maximum Dry Density(g/cc) 0% 24 1.68 2% 26 1.72 4% 28 1.74 6% 28 1.76 8% 30 1.73
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 07 Issue: 02 | Feb 2020 www.irjet.net p-ISSN: 2395-0072 © 2020, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 1348 [3] Kolawole J. Osinubi, M.ASCE, and Charles M. O. Nwaiwu (2005). “Hydraulic Conductivity of Compacted Lateritic Soil.” Journal of Geotechnical and Geoenvironmental Engineering., 131(8), 54-68. [4] Kolawole J. Osinubi (1998). “Permeabilityoflimetreated lateritic soil.” Journal of Transportation Engineering., 124(5), 456-463. [5] Musa Alhassan (2008). “Permeability of lateritic soil treated with lime and rice husk ash.” British Journal of Applied Science & Technology., 12(2), 115-120. [6] Oyetola, E.B.; and Abdullahi, M. 2006. The use of rice husk ash in low-cost sandcrete block production. Leonardo Electronic J. Pract. Tech. (Romania) 8: 58-70. [7] S. O. Daramola., and B. I. Ilesanmi (2019). “Geotechnical Evaluation of Some Lateritic Soils from Ore, Southwestern Nigeria as Liners in Landfills” British Journal of Applied Science & Technology., 32(1), 1-7. [8] Stephen S Boyton and Daniel A. Glatstein(2005). “Effect of Bagasse Ash on Cement Stabilized Laterite.” International Journal ofResearchinEngineering,Science and Management.,2(3), 342-347.
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