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IRJET- Soil Stabilization using Fly Ash and Rice Husk Ash
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IRJET- Soil Stabilization using Fly Ash and Rice Husk Ash
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3328 Soil Stabilization using Fly Ash and Rice Husk Ash MR.A.VIJAY1, R.MAHALINGAM2, A.KAVIYAN3 Assistant Professor, Civil Engineering Department, Panimalar EngineeringCollege, Poonamalle, Chennai-123 Under graduate student, civil engineering department, Panimalar EngineeringCollege, Poonamalle, Chennai-123 ABSTRACT: Soil is a complex material.Recycled and wastematerialslikeflyash,bagasseash,ricehuskash can be used to soil stabilization to improve physical and chemical properties of soil. In addition to that properties which can improved by soil stabilization are CBR, shear strength of soil, UCS and bearing capacity etc. The objective of this study to check the amount of fly ash at which sample of soil andflyashgivesoptimum values of CBR and UCS and after that rice husk ash is added in different proportions in the sample of soil and optimum quantity of fly ash to achieve the optimum value of CBR. I. INTRODUCTION Due to rapid growth in highway construction there is need of good earth.Soilcannotbereplacedwith good soil everywhere as it is very costly and increase the project cost. This problem can be overcome with improvement in properties of soil which is to be used forinfrastructureproject. Many investigationshadbeen carried out to use waste materials to improve the soil properties and to utilize the waste materials in view of betterenvironment. Objective of this study is to improve the properties of locally available clayey soil.For this research, soil sample was taken from Mohali district. Stabilization is done by adding different percentagesofflyashandrice husk ashes. Stabilization is done for following purposes- 1. To evaluate the CBR by using optimum content of flyash 2. To evaluate the UCS by using optimum content of flyash 3. To evaluate the CBR by using optimum content of rice huskash II. MATERIALS AND METHODOLOGY Fly ash is residual material remained aftercombustionofcoalinthermalpowerplant.Flyashcontains fine particles of silicon dioxide (Sio2), aluminum oxide, ironoxideandcalciumoxide.Flyashhasbeenusedin many civil engineering projects successfully. Fly ash provides stability to sub grade, reduce earth pressure and also improves stability ofslopes. Usually fly ash is mixed withclayeysoilstoimprovepropertiesasthese soils cannot be used directly for construction due to their unfavorable properties.RHA is a carbon neutral green product. Lots of ways are being thought of for disposing them by making commercial use of this RHA. RHA is a good super- pozzolan. 1. Natural soil. 2. 92 % Soil + 8% Fly ash 3. 86 % Soil + 14% Fly ash 4. 82 % Soil + 18% Fly ash 5. 76 % Soil + 24 % Fly
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3329 2.1 INDEX PROPERTIES OF SOIL Plasticity Index Plasticity index of soil was 5 % which is numerical difference between liquid limit and plastic limit. Type of soil The type of soil was checked from plasticity chart. It was seen that soil which is taken for this study is intermediate plasticity. As per IS 1498 soil is classified as CI. Engineering properties are indicated by index properties of in table 2.1. Table2.1 GeotechnicalPropertiesofsoil SR.NO PROPERTIES VALUE CONFIRMINGTOIS CODE 1. Specificgravity(G) 2.60 IS 2720 : Part 3 : Sec 1 :1980 2. Maximum drydensity(MDD) 2.124 gm/cc IS 2720 : Part VII: 1980 3. Optimum moisture content(OMC) 8.4 % IS 2720 : Part VII: 1980 4. Naturalmoisture content 8.6 % IS 2720 : Part 2 : 1973 5. Liquid limit 24 IS 2720 : Part 5 : 1985 6. Plastic limit 19 IS 2720 :Part 5 : 1985 III. RESULTS AND DISCUSSION Maximum dry density (MDD) and Optimum moisture content (OMC) of soil at different fly ash contents given in table 3.1 Ash content (%) 0 8 14 18 24 OMC (%) 8.5 9.3 9.7 10.7 11.0 MDD (gm/cc) 2.124 2.012 1.990 1.920 1.900 VARIATION OF OMC WITH VARIOUS %AGE OF FLY ASH 11 10 9 8 7 0 2 4 6 8 10 12 14 16 18 FLY ASH (%) OMC(%)
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3330 FIG . 3.1 OMC AND MDD AT VARIOUS PERCENTAGES OF FLY ASH 3.1 CALIFORNIA BEARING RATIO OF VIRGIN SOIL (CBR TEST) Figure 3.2 CBR of virgin Soil VARIATION OF MDD WITH VARIOUS %AGE OF FLY ASH 2.5 2.4 2.3 2.2 2.1 2 1.9 1.8 1.7 1.6 1.5 0 2 4 6 8 10 12 14 16 18 20 Ash content (%) CBR OF VIRGIN SOIL 6 5 4 3 2 1 0 0 2 4 6 8 PE TRATION I M NE N M 10 12 14 MDD(gm/cc) LOADONPISTONINKG/CM2
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3331 Figure 3.3 CBR of soil sample with 8%fly ash Figure 3.4 CBR graph at 14 % flyash Figure 3.5 CBR graph at 18 % fly ash Figure 3.6 CBR graph at 24 % flyash CBR OF SOIL SAMPLE + 8 % FLY ASH CBR OF SOIL SAMPLE + 14 % FLY ASH 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 0 0 0 5 10 15 PENETRATION IN MM 0 5 10 PENETRATION IN MM 15 9 CBR OF SOIL SAMPLE + 18 % FLY ASH CBR OF SOIL SAMPLE + 24 % FLY ASH 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 0 0 0 5 10 15 PENETRATION IN MM 0 5 10 15 PENETRATION IN MM LOADONPISTONINKG/CM2 LOADONPISTONINKG/CM2 LOADONPISTONINKG/CM2 LOADONPISTONINKG/CM2
5.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3332 Table 3.2: Summary of CBR test with various percentages of fly ash Sampl e No Composition Soaked CBR (%) At 2.5 mm penetratio n At 5 mm penetratio n CBR 1 Soil 3.94 3.86 3.94 2 Soil with 8% fly ash 6.9 6.7 6.9 3 Soil with 14 % fly ash 6.8 6.3 6.8 4 Soil with 18 % fly ash 6.6 6.2 6.6 5 Soil with 24 % fly ash 6.4 6.3 6.4 Figure 3.8 Variation of CBR with different %age of fly ashFigure 3.9 unconfined compressive strength at different percentages of fly ash Variation of CBR with different %age of fly ash Variation of UCS of uncured specimens at different %age of fly ash 6.9 7 6.8 6.6 600 6.4 6 480 500 456 5 390 400 3.94 345 4 300 215 238 3 200 2 100 1 0 0 0 8 14 18 24 26 0 8 14 18 Various %age of PSA 24 Ash content (%) CBRvaluein%age UCS(kN/m2)
6.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3333 Fig 3.10 Variation of strain with different percentages of ash content Figure 3.11 CBR graph at 8% fly ash and4% RHA Figure 3.12 CBR graph at 8% fly ash and 8 %RHA 500 450 400 350 300 250 200 150 100 50 0 0 5 10 15 20 0 % fly ash 8% fly ash 14S%trflay ainsh(%) 18 % fly ash 24 % fly ash CBR OF SOIL SAMPLE WITH 8 % FLY ASH + 4 % RHA CBR OF SOIL SAMPLE WITH 8 % FLY ASH + 8 % RHA 9 8 7 6 5 4 3 2 1 0 10 9 8 7 6 5 4 3 2 1 0 0 5 10 15 0 PENETRATION IN MM 5 PENETRATION IN MM 10 15 LOADONPISTONINKG/CM2 UCS(kN/m22) LOADONPISTONINKG/CM2
7.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3334 Figure 3.13 CBR graph at 8% fly ash and 12% RHAFigure 3.14 CBR graph at 8% fly ash and 16% RHA Figure 3.15 CBR graph at 8% fly ash and 20 % RHAFigure 3.15 CBR Summary of soil with 8% fly ash and different %age of RHA CBR OF SOIL SAMPLE WITH 8 % FLY ASH + 12 % RHA CBR OF SOIL SAMPLE WITH 8 % FLY ASH + 16 % RHA 12 12 10 10 8 8 6 6 4 4 2 2 0 0 0 5 PENETRATION IN MM 10 15 0 PENETRATION INMM 5 10 15 CBR OF SOIL SAMPLE WITH 8 % FLY ASH + 20 % RHA Variation of CBR with 8 % Fly ash and different %age of RHA 10 8.9 9 9 8.7 8.5 8 8 7.8 6.9 7.2 7 6 5 4 3 2 7 1 6 5 4 3 2 1 0 0 0 0 5 10 15 4 8 Various %age of RHA 12 16 PENETRATION IN MM 20 LOADONPISTONINKG/CM2 LOADONPISTONINKG/CM2 LOADONPISTONINKG/CM2 CBRvaluein%age
8.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3317 IV. CONCLUSIONS The experimental work done on soil stabilization with fly ash and rice husk ash can be concluded as follows - Soil withvarying percentage of fly ash gives maximum CBR value at 8% fly ash. Itincreasesfrom3.94%to6.8 %. With further addition of fly ash, it keeps decreasing. Unconfined compressive strength of soil with 8% fly ash increased as compared to virgin soil from 2.154 kg/cm2 to 2.38 kg/cm2. It was maximum as 4.80kg/cm2 when 24 % Paper mill sludge ash was added. After there was decrement in UCS when 26 % paper mill sludge ash was added. The soil with 8 % fly ash was further blended with variable percentage of rice husk ash (4%,8%, 12%,16%&20%). The major improvement in CBR occurred at 8% fly ash mixed with 12% rice husk ash and thereafter, further addition of rice husk ash is causing gradual changeinCBRvalues.Thepeak soakedCBRvalue is 8.9%. REFERENCES [1] Amo. O.O., Fajobi, A.B., &Afekhuai, S.O. (2005). “Stabilizing potential of cement and fly ash mixture on expansive clay soil”. Journal of Applied Sciences, 5(9), 1669-1673. [2] Athanasopoulou, A. (2014). Addition of lime and fly ash to improve highway subgrade soils. Journal of Materials in Civil Engineering, 26(4), 773-775. [3] Bose B(2012)” Geo engineering properties of expansive soil stabilized with fly ash”, Electronic Journal of Geotechnical Engineering, Vol. 17, Bund. J, 2012, pp. 1339-1353. [4] Buhler, R.L., &Cerato, A.B. (2007). “: Stabilization of Oklahoma Expansive Soils Using Lime and Class C fly ash.” GSP 162 Problematic Soils and Rocks and In SituCharacterization. [5] Senol, A. (2012). “Effect of fly ash and polypropylene fibres content on the soft soils”. Bull EngGeol Environ,71, 379–387. [6] Senol, A., Edil, T.B., Shafique, Md.S.B., Acosta, H.A., & Benson, C.H. (2006). “Soft subgrades stabilization by using various fly ashes.” Resources, Conservation and Recycling, [7] Sezer, A, Inan, G., Yılmaz, H.R., &Ramyar, K. (2006). “Utilization of a very high lime fly ash for improvement of clay.” Building and Environment, 41, 150–155. [8] Sharma N.K., Swain,S.K., Sahoo, U.C. (2012).” Stabilization of a Clayey Soil with Fly Ash and Lime:A Micro Level Investigation”. GeotechGeolEng, 30, 1197–1205. [9] T.B. Edil, H.A. Acosta & C.H. Benson. (2006).” Stabilizing Soft Fine-Grained Soils with Fly Ash”. Journal of Materials in Civil Engineering, 18(2), 283-294. [10] V .Babu Jaya Prakash, Surya. P.V.V, SatyanarayanaManikantha, MoinAbdul(2016)” Engineering Properties of Black cotton soil Modified with Fly ash and Cement.” International Journal of Engineering Trends and Technology (IJETT) – Volume 35 Number 10 - May 2016
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