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IRJET- Use of E-Waste Material for Improving the Properties of Black Cotton Soil
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2396 USE OF E-WASTE MATERIAL FOR IMPROVING THE PROPERTIES OF BLACK COTTON SOIL KokatePriya L1, Kurde Nikita S2,More Priyanka K3, Naiknaware Rupali B4,Prof Gaikwad M.V5 1Principal, S. B. Patil College of Engineering, Indapur, Savitribai Phule Pune University, Pune, Maharashtra, India 1 2,3,4Graduate Student, Department of Civil Engineering, S. B. Patil College of Engineering, Indapur, Savitribai Phule Pune University, Pune, Maharashtra, India ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract - The black cotton soil is used as construction material who’s bearing capacity is extremely low. This soil is clayey in nature which undergoes volumetric changes with a change in moisture content, swelling and shrinkage of these soil cause damage to the pavement of road, buildings, retaining structures etc. Therefore to improve the strength properties of the black cotton soil by adding E-waste. The addition of E-wasteresults in increasedstrengthandincreased safe bearing capacity. Hence for improved properties soil can be used for construction purpose. Here, we are using the E- waste as engineering properties improve agent Keywords- black Cotton soil, E-waste, SPT, DST, Swell index etc. 1. INTRODUCTION A large part of Maharashtra is covered with black cotton soils. Black cotton soil is having undesirable plasticity.Black cotton soil contains the clay mineral montmorillonite. Montmorillonite is unstable clay mineral, thus the soil have high swelling and shrinkage characteristics. It is very difficult to construct a structure or pavement of road with this soil, because black cotton soil has very low bearing capacity and it do not possesses sufficient strength to support the loads imposed upon them during the servicelife of the structure. Hence for improving the engineering properties if black cotton soil E-waste is used. E-waste Recycling is one of the disposal techniques, but if it is not recycled then it has to be land filled in a nearby disposal facility. So by taking this point in consideration we have adopted “The Use of E-Waste”,forimprovingtheengineering properties of the soil. In construction of pavement, engineering properties of soils is the important factor to be considered. The stability and bearing capacity of the soil is considerably improved by soil stabilization through proportioning and the addition of suitable admixtures. Swelling of soil is not suitable for the construction work on account of its volumetric changes. Soil swells and shrinks excessively with change of water content. Such tendency of soil is due to the presence of fine clay particles which swell, when clay particle come in contact with water, resulting in alternate swelling and shrinking of soil due to which differential settlement of pavement takes place. In India this Expansive soil is called as ‘black cotton soil’.Colourofthis oil reddish brown to black and this helps for cultivation of cotton, so is called black cotton swelling soil covers about 30% of the land area in India. They are also commonly known as expansive, bentonite or BC soil. OBJECTIVES 1. To study the effect on properties of BC soil due toE- waste material. 2. To study the effect on SBC of soil by using E-waste. 2. Materials and Methods Black Cotton Soil The materials used for this tests includetheblack cotton soil and E-waste. The soil was procured from the agricultural area of Indapur region District. Pune. We were used for the procurement of soil. Bigger size lumps were broken down with rammers. Then it was oven dried for 24 hours at 105 °C to 110°C. Fig no.01 black cotton soil E-waste Electronic waste may be described as the discarded electronic equipment’s such as mobile phones, computer parts; household appliances which fail or are no more fit for its originally intended use. Around the world 50milliontons of E-waste is generated annually around the globe. Developing countries like India arebeingusedtodumplarge amount of E-waste without its sorting or dismantling. It is used by crushing it from Akluj, Panchavati Nagar.
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2397 Fig no. 02 E-waste crushed and without crushed 3. Methodology of Work Collection of material (black cotton soil and E- waste material) Crushing of collected E-waste material in crushing machine finding basic properties of BC soil and E-waste material experimental work on different black cotton soil and e-waste material combination Analysis of result Comparison conclusion 4. Different Test Conducted on BC Soil With E- Waste and Without E-Waste 1. Moisture content 2. Specific gravity 3. Consistency limit 4. Standard proctor test 5. Direct shear test 6. Free swell index 5. DifferentEngineeringPropertiesofBlackCotton Soil Calculated Table no 01 engineering properties of BC soil Sr. no Name Of Test Result Obtained On BC soil 1 Moisture Content (%) 12.88 2 Specific gravity 2.48 3 Consistency limit LL (%) PL (%) IP (%) 58.40 50.56 7.84 4 OMC (%) 16.67 5 MDD (kg /m³) 1.32 6 SBC (ton/m²) 19.89 7 Swell index (%) 100 6. RESULTS After the calculation of basic properties of black cotton soil, soil properties improved with E-waste and the strength parameters like C & Ф, MDD and OMC were determined by conducting direct shear and compaction tests. Following are the results obtained after performing tests. 1. Specific gravity Table no 02 specific gravity Determina tion 0% 2% 4% 6% 8% Wt. of Pycometer (W1) 452 440.5 473 485 474 Wt. of Pycometer + wt of dry soil (W2) 652 640.5 672 678 674 Wt. of Pycometer + dry soil+ water(W3) 1327.5 1322 1349 1366 1352 Wt. of Pycometer + water (W4) 1208 1188 1211 1227 1225 Specific gravity 2.4844 72 3.0303 03 3.2622 95 3.5740 74 2.7397 26 Fig no. 03 specific gravity vs. E-waste %
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2398 2. Consistency Limit These are the basic limit of water contents of soil i.e. its liquid limit, plastic limit and shrinkage limit. After performing tests for liquid limit and plastic limit with and without addition of E-waste; soil undergoes distinct changes in behaviour. Following are the results calculated for liquid limit, plastic limit and plasticity index. Table no 03 consistency limit LL PL IP E WASTE 58.40% 50.56% 7.84% 0% 58.50% 54.22% 4.28% 2% 72% 55.56% 16.44% 4% 65.80% 62.18% 3.62% 6% 58.50% 50.12% 8.38% 8% Fig no 04 LL, PL, IP vs. E-waste% 3. Standard Proctor Test Standard proctor test were performed with and without E- Waste .Following are the result tabulated in table 3 which shows OMC and MDD for respective specimens. Table no.04 OMC &MDD Sr. No. SAMPLE OMC (%) MDD (kg/m3) 1 Black Cotton Soil 16.67 1.32 2 Black Cotton Soil + 2% E- waste 16.52 1.3 3 Black Cotton Soil + 4% E- waste 16 1.26 4 Black Cotton Soil + 6% E- waste 13.88 1.24 5 Black Cotton Soil + 8% E- waste 24.24 1.07 The variation in OMC and MDD can be figured out from the figure OMC and MDD curves are plotted for each specimen. Fig no 05 Dry density vs. water content We can see that the addition of E-waste increases, MDD increases and OMC decreases. For 8% of E-waste MDD decreased and OMC increased. Following figure 7 shows the direct relationship between MDD and E-waste. Fig 06: Variation of maximum dry density with addition of E-waste.
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2399 4. Direct Shear Test BC soil to determine the cohesion (C) and angle of internal friction (Ф).Variation in Shear Strength parameter can be observed in fig .with the addition of E-Waste FIG 07: VARIATION OF ANGLE OF FRICTION WITH ADDITION OF E- WASTE 5. Free swelling index Table no 05: Swell Index Fig No 08 Swell Index VS E-Waste % From the figure, it can be seen that the angle of internal friction (Ф) is directly proportional topercentageadditionof E-water because the addition of E-waste % increases swell index decreases. Hence, low the swell index less will be the swelling of soil. Addition of E-waste thus reduces the swelling of the soil which is one of the good characteristic of soil 7. CONCLUSIONS Based on the experimentalworkcarriedoutinthestudy the followingconclusions aredrawnforinvestigationofBC soil properties. [1] Specific gravity increased up to 6% addition of E- waste but decrease for 8% addition of E- waste and plastic limit increased up to 6%and decreases at 8%of E- waste. Liquid limit increased up to 6% and suddenly decreased at 8%. [2] After performing direct shear test, the angle of friction(Ф) decrease and ultimately cohesion (c) increases due to reduction of cohesion of soil increase the SBC of soil after adding of E-waste [3] MDD increased and OMC decreased for 2%, 4% and 6% as the voids in the soil were filled by E-waste which results in dense soil. MDD gradually decreased for 8% of E-waste. [4] It is observed that free swell index values of the soil have decreased with increase in E-waste. REFERENCES [1] E.A. Bashaa, R. Hashim a, H.B. Mahmud a, A.S. Muntohar “Stabilization of residual soil with rice husk ash and cement” Construction and Building Materials 19, (2015), pp. 448-453. [2] Rahul Gupta, Anandkumar Raghuwanshi, “Utilization of E-waste in strength Enhancement of Black Cotton Soil”, Mantech Publications, 2016 [3] Satish Sinha & Dr. A. Mittal, “Impact of E Waste Recycling on Water & Soil”,2014 [4] Mangesh Chaughule “Improvement of Black cotton soil properties using E-waste” IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e- ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 14, Issue 3 Ver. I (May. - June. 2017), PP 76-81 [5] Gaikwad M.V, Ghogare R.B , Vageesha S. Mathada “Finite Element Analysis Of Frame With Soil Structure Interaction” International Journal of Research in Engineering and Technology eISSN: 2319-1163 |Volume: 04 Issue: 1, Jan-2015, pp. 91- 95 [6] Gaikwad M.V, Ghogare R.B, Nemade P.D. “Finite Element Analysis of frame with square meshing & radial meshing in Soil Structure Interaction” International Journal of Modern Engineering Determination No BC soil 2% 4% 6% 8% Mass of Dry soil passing 425μ Sieve (gm) 10 10 10 10 10 Volume in Water after 24 hrs swell (Vw) (cc) 2 7 14 16 14 Volume in Kerosene after 24 hrs (Vk) (cc) 1 4 10 12 11 Free swell Index [(Vw- Vk)/Vk*100] (%) 100 75 40 33.33333 27.27273 0 100 200 300 400 0% 2% 4% 6% 8% 10% sbc of soil sbc of…
5.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2400 Research (IJMER) ISSN:2249–6645Vol.5,Iss.3,Mar. 2015, pp. 16-22 [7] Sheetal S Baral“Comparison of IS 6403:1981 and PLAXIS 2D analysis for footing resting on Two Layered Cohesive Soil System”International conference on ACMES organized by Govt. College of Amravati NA23-24 December 2014 [8] Gaikwad M.V, Ghogare R.B, Vageesha S. Mathada “FINITE ELEMENT ANALYSIS OF FRAME WITH SOIL STRUCTURE INTERACTION” International Journal of Research in Engineering and Technology (IJRET) eISSN: 2319-1163, pISSN: 2321- 7308Volume: 04 Issue: 1, Jan-2015,, pp. 91-95
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