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IRJET- Experimental Investigation on Partial Replacement of Dunite as Cement
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IRJET- Experimental Investigation on Partial Replacement of Dunite as Cement
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 2639 EXPERIMENTAL INVESTIGATION ON PARTIAL REPLACEMENT OF DUNITE AS CEMENT T. SALMAN AHAMED1, J. SAMPETER2, D. ARAVIND3 , P. BALAMURUGAN4 1,2,3U.G STUDENT DEPARTMENT OF CIVIL ENGINEERING, DHANALAKSHMI SRINIVASAN INSTITUTE OF TECHNOLOGY, TRICHY, TAMILNADU, INDIA. 4ASSISTANT PROFESSOR, DEPARTMENT OF CIVIL ENGINEERING, DHANALAKSHMI SRINIVASAN INSTITUTE OF TECHNOLOGY, TRICHY, TAMILNADU, INDIA. ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract - Advance concrete technology can reduce the consumption of natural Concrete is widely used construction material in civil engineering structures due its high compressive strength. When concrete is exposed to elevated temperatures, its loose density, stiffness and strength. This paper tells about the dunite is used as a cement with various percentages. It is found that the concrete gains strength by adding up to 40% of dunite as a replacement in cement when compared to normal concrete. When compared to the cost of cement, the dunite powder is considered as economical by the analysis as per records of the rate of cement periodically. The replacement of dunite powder as cement will be dominant in future. It enhances durability, compressive strength and tensile strength among all other material. Key Words: Dunite, Compressive strength, Eco-friendly 1.INTRODUCTION 1.1 INFLUENCE OF DUNITE AS PARTIAL REPLACEMENT OF CEMENT IN CONCRETE The advance of concrete technology can mnimize the consumption of natural resources and lessen the burden of pollutants on environment. Presently large amounts of dunite powder are generated in natural stone processing plants with an important impact on environment and humans. This project describes the feasibility of using the dunite powder in concrete production as partial replacement of cement. The various properties of fresh and hardened concrete have been investigated. The partial replacement of dunite (industrial bi product ) results show that, it is capable of improving hardened concrete performance and Enhancing fresh concrete behaviour so it can be used in concrete mixtures containing white cement. The compressive strength and tensile strength of concrete was measured for 7, 14 and 28 days. 1.2 DUNITE vs CEMENT Dunite is an igneous rock, of ultramafic composition, with coarse-grained or phaneritic texture, peridotite group of rocks. The dunite contains 90% olivine, remaining percentage with minor amounts of other minerals such as pyroxene, chromite, magnetite, and pyrope. Figure 1.1 Dunite powder
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 2640 2.TESTING ON PHYSICAL PROPERTIES OF MATERIALS 2.1 INITIAL SETTING TIME=48 minutes Figure 1.2 Initial Setting Time 2.2 FINENESS MODULUS = 6% 2.3 SPECIFIC GRAVITY OF CEMENT (LE-CHATLIER FLASK) Weight of cement used = 60 gm Initial reading on flask = 0 ml Final reading on flask = 23 ml Specific gravity of cement = 2.608Properties 2.4 SPECIFIC GRAVITY OF FINE AGGREGATE Table1.1 SPECIFIC GRAVITY OF FINE AGGREGATE CALCULATIONS Specific gravity = [(M2-M1)]/[(M2-M1) -(M3-M4)] a). (676-458.10)/ [(676-458.10) -(1390-1253)]=2.693 b). (697-451)/ [(697-451) -(1405-1258)] = 2.49 specific gravity of fine aggregate = 2.59 2.5 SPECIFIC GRAVITY OF COARSE AGGREGATE Table1.2 SPECIFIC GRAVITY OF COARSE AGGREGATE SL NO DETERMINATION gm Gm 1 Pycnometer(M1) 458.10 451 2 Pycnometer+sand(half Of bottle)(M2) 676 697 3 Pycnometer+sand+full Of water(M3) 1390 1405 4 Pycnometer+full of water(M4) 1253 1258 SL NO DETERMINATION gm Gm 1 Pycnometer(M1) 458 463 2 Pycnometer+aggregate (M2) 706 666 3 Pycnometer+aggregate +water(M3) 1405 1385 4 Pycnometer+water(M4) 1258 1253
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 2641 CALCULATIONS Specific gravity = (M2-M1)/[(M2-M1) -(M3-M4)] (a) (706-458)/ [(706-458) -(1405-1258)] = 2.45 (b) (666-463) / [(706-458) -(1405-1258)] = 2.859 Mean of these = 2.66 Therefore, specific gravity of coarse aggregate = 2.66 2.6 SIEVE ANALYSIS FOR SAND Quantity of Sand= 1kg Time of sieving=15 minutes Table1.3 SIEVE ANALYSIS FOR SAND Fineness modulus = 329.4 / 100 = 3.29% 2.7 SIEVE ANALYSIS FOR COARSE AGGREGATE Quantity of materials=4kg Time of sieving=15 minutes Table1.4 SIEVE ANALYSIS FOR SAND SL.NO SIEVESIZE WEIGHT RETAINED %OF WEIGHT RETAINED CUMULATIVE % RETAINED CUMULATIVE % PASSING 1 40mm 0 0 0 100 2 20mm 0 0 0 100 3 10mm 0 0 0 100 4 4.75 0 0 0 100 5 2.36 98 9.8 9.8 90.2 6 1.18 60 6 15.8 84.2 7 600 micron 188 18.8 34.6 65.4 8 300 Micron 397 39.7 74.3 25.7 9 150 Micron 221 22.1 96.4 3.6 10 90 micron 21.5 2.15 98.5 1.45 11 L.P 19.5 1.95 100 0 Sl No SIEVES IZE WEIGHT RETAINED (gm) % WEIGHT RETAINER CUMULATIVE% WEIGHT RETAINED CUMULATIVE %WEIGHT PASSING 1 40 mm 0 0 0 100 2 20 mm 585.0 14.625 14.65 85.375 3 10 mm 3260 81.5 96.12 3.88 4 4.75mm 155 3.875 100 0 5 2.40mm 0 0 100 0 6 1.18mm 0 0 100 0 7 600micron 0 0 100 0 8 300Micron 0 0 100 0 9 150Micron 0 0 100 0
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 2642 3. MIX DESIGN 3.1 DESIGN STIPULATION Table1.5 DESIGN STIPULATIONS 3.2 TEST FOR DATA MATERIAL Table1.6 TEST FOR DATA MATERIAL TARGET MEAN STRENGTH FOR MIX DESIGN fck=fck+1.65s fck=20+1.65×4.6 = 27.59N/mm2 as per IS;10262-2002Water cement ratio = 0.5 Water content = 186 kg/m3 Sand content = 35% (from table 4) volume= 35 – 3.5 = 31.5 % Required water content = 186 + 5.58 =191.6 litre /m3. 3.3 DETERMINATION OF CEMENT CONTENT Water cement ratio = 0.50 Water = 191.63 Cement = 191.3/0.50 = 382.6kg/m3 This cement content is adequate for mild exposure condition, according to Appendix A of IS; 456-1978. 3.4 DETERMINATION OF COARSE AGGREGATE AND FINE AGGREGATE The specified maximum size of 20mm, the amount of air entrapped in the wet concrete is 2%. As per equations from 3.5.1 of IS; 10262 -2002. Therefore, For fine aggregate: 0.98 = [191.58 + (382.6/2.608)+(1/0.315) x (fa / 2.59)] x (1/1000) SNO DESIGN STIPULATIONS QUANTITY 1 Charecteristic compressive strength reuired in the field at 28 days 20N/mm2 2 Maximum size of aggregates 20mm(angular) 3 Degree of Workability 0.90(compacting factor) 4 Degree of quality of control Good 5 Type of exposure Mild S.NO TEST DATA FOR MATERIAL QUANTITY 1 Cement used OPC 2 Specific gravity of cement 2.608 3 Specific gravity of fine aggregate 2.59 4 Specific gravity of coarse aggregate 2.66 5 Water absorption of fine aggregate Nil 6 Water absorption of coarse aggregare Nil 7 Free moisture of fine aggregate Nil 8 Sieve analysis of fine aggregate Grade 3
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 2643 fa = 523.2 For coarse aggregate: 0.98 = [ 191.58 + (382.6/2.608) + (1/ (1-0.315) x (Ca / 2.83)] x (1/1000) Ca = 1136.2kg/m3 Then the mix proportions become CEMENT : FINE AGGREGATE : COARSE AGGREGATE 382.6kg 523.2 1136.2kg Or 1: 1.37 : 2.96 3.5 PREPARATION OF TEST SPECIMEN Concrete is mixed in roller type mixing machine. Care is taken to see that the concrete is properly placed beneath and along the sides of the mould with help of trowel and vibrating table. The following specimens are cast to study the properties of conventional and replaced dunite concrete. 18 Nos of cube of size 150*150*150mm 2 Nos per each mix and each percentage of artificial aggregate (20%,40%,60%). 18 Nos of cylinder of size 150*300mm 2 Nos per each mix and each percentage of artificial aggregate (20%,40%,60%). 4.EXPERIMENTAL WORK 4.1 TEST ON WORKABIITY 4.1.1 SLUMP CONE TEST WORKABILITY To determine the workability of fresh concrete slump cone test is followed. The required apparatus used for doing slump test. Table1.7 Slump Cone Test Figure 1.4 Slump Cone Test 0 20 40 60 80 0 20 40 60 slumpinmm %of dunite powder slump cone value slump cone value SAMPLE NO %OF DUNITE POWDER ADDED SLUMP IN mm 1 0 58 2 20 52 3 40 60 4 60 46
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 2644 Slump value in mm=60mm 4.1.2 COMPACTION FACTOR TEST To determine the workability of fresh concrete compacting factor test is conducted, and required apparatus used is Compacting factor method. Compacting factor = (Wt of partially compacted concrete)/(Wt of fully compacted concrete). The compaction factor value = 0.80 Figure 1.5 Compaction Factor Test 4.2 TESTING OF HARDENED CONCRETE 4.2.1 COMMPRESSIVE STRENGTH For the determination of cube compression of the mortar specimens, cube of dimension of 15x15x15 cm and Specimens were dried in open air after 7,14 and 28days water curing and subjected to compression test as per standards and to that cube compressive strength (fcy) was computed from the fundamental principle. This test is shown in fig 1.5 Figure 1.6 Compression strength test for cube 0.65 0.7 0.75 0.8 0.85 0.9 0 20 40 60 compactionfactorvalue % of dunite powder Compaction factor value Compaction factor value
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 2645 4.2.1 COMMPRESSIVE STRENGTH-7DAYS Table1.8 Compressive Strength 7Days 4.2.2 COMPRESSIVE STRENGTH-14Days Table1.9 Compressive Strength 14Days 4.2.3 COMPRESSIVE STRENGTH-28Days Table1.10 Compressive Strength 28Days Figure 1.7 Compression Strength 0 5 10 15 20 25 30 0% 20% 40% 60% 7 Days 14 Days 28 Days % 1 2 Average Compressive Strength 0% 380 340 360 17.02 20% 355 405 380 17.88 40% 390 430 410 18.22 60% 275 325 300 16.33 % 1 2 Average Compressive Strength(MPa) 0% 380 340 360 19.7 20% 355 405 380 20.51 40% 390 430 410 21.0 60% 275 325 300 19.0 % 1 2 Average Compressive Strength(MPa) 0% 535 565 550 23.3 20% 580 620 600 23.9 40% 675 645 660 25.33 60% 470 435 452.5 22.11
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 2646 4.3 TENSILE STRENGTH 4.3.1TENSILE STRENGTH-7DAYS Table1.11 Tensile Strength 7Days % of Dunite powder SPECIMEN 1 TENSILE LOAD SPECIMEN 2 TENSILE LOAD MEAN TENILE STRENGTH (MPa) 0% 111 129 120 1.66 20% 130 136 133 1.76 40% 125 151 138 1.87 60% 100 128 114 1.52 4.3.2 TENSILE STRENGTH-14 DAYS Table1.12 Tensile Strength 14Days % of Dunite powder SPECIMEN 1 TENSILE LOAD SPECIMEN 2 TENSILE LOAD MEAN TENILE STRENGTH (MPa) 0% 170 178 174 1.80 20% 182 185 183.5 1.94 40% 197 201 199 1.98 60% 165 170 167.5 1.73 4.3.3 TENSILE STRENGTH -28 DAYS Table1.13 Tensile Strength 28Days % of Dunite powder SPECIMEN 1 TENSILE LOAD SPECIMEN 2 TENSILE LOAD MEAN TENILE STRENGTH (MPa) 0% 111 129 120 2.03 20% 130 136 133 2.05 40% 125 151 138 2.15 60% 100 128 114 1.90 Figure 1.8 Tensile Strength 0 0.5 1 1.5 2 2.5 0% 20% 40% 60% 7 Days 14 Days 28 Days
9.
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 2647 5. RESULTS 5.1 COMPRESSION The behavior of concrete Specimens are prepared without chemical admixtures added in this tests (Grade M20). Comparing to the conventional concrete compression strength the value increases at the 40% of partial replacement of dunite powder as cement at 7, 14 and 28 days. But this status breaks at the 60% of partial replacement of dunite powder as cement. 5.2 SPLIT TENSILE Comparing to the conventional concrete split tensile strength the value increases at the 40% of partial replacement of dunite powder as cement at 7, 14, and 28days. But this status breaks at the 60% of partial replacement of dunite powder as cement. 6. CONCLUSION The comparative chart given in the previous chapter shows that the addition of dunite powder increases the compressive strength of concrete. It is obvious that 40% of dunite powder replacement as a cement gives good compressive and tensile strength. It is clearly identified that the crack arresting property of the concrete increases with the increment of dunite powder content. Dunite powder concrete eco-friendly, non-hazardous and easily get dispersed in the concrete mix. REFERENCE 1. Aurang Zeb, Tayyaba Firdous, Asghari Masood, “Thermophysical properties of dunite rocks as a function of temperature along with the prediction of effective thermal conductivity”, International journal of natural Science and Technology, Vol.2, No.6, 626-630(2010) 2. Aurangzeb, Mehmood, S. and Maqsood, A. (2008) Modeling of effective thermal conductivity of dunite rocks as a function of temperature. International Journal of Thermophysics, 29(4), 1470-1479. 3. A. Lazaro, H. J. H. Brouwers, G. Quercia Bianchi and J. W. Geus, “The Properties of Amorphous Nano-Silica Syn- thesized by the Dissolution of Olivine,” Chemical Engi- neering Journal, Vol. 211-212, 2012, pp. 112-121. 4. I. S. Jacobs and C. P. Bean, “Fine particles, thin films and exchange anisotropy,” in Magnetism, vol. III, G. T. Rado and H. Suhl, Eds. New York: Academic, 1963, pp. 271-350. 5. C. J. Kaufman, Rocky Mountain Research Laboratories, Boulder, CO, private communication, 2004. BIOGRAPHIES 1T.SALMAN AHAMED, U.G STUDENT, DEPARTMENT OF CIVIL ENGINEERING, DHANALAKSHMI SRINIVASAN INSTITUTE OF TECHNOLOGY,TRICHY TAMILNADU,INDIA 2J.SAMPETER, U.G STUDENT, DEPARTMENT OF CIVIL ENGINEERING, DHANALAKSHMI SRINIVASAN INSTITUTE OF TECHNOLOGY,TRICHY TAMILNADU,INDIA.
10.
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 2648 3D.ARAVIND, U.G STUDENT, DEPARTMENT OF CIVIL ENGINEERING, DHANALAKSHMI SRINIVASAN INSTITUTE OF TECHNOLOGY,TRICHY TAMILNADU,INDIA. 4P.BALAMURUGAN,M.E., ASSISTANT PROFESSOR, DEPARTMENT OF CIVIL ENGINEERING DHANALAKSHMI SRINIVASAN INSTITUTE OF TECHNOLOGY,TRICHY TAMILNADU,INDIA 3rd
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