Presentation on pervios concrete

study and testing on pervious concrete

1. UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT BY GROUP OF STUDENTS OF V TH SEMESTER DCE (2016-2017) Name Roll No. HARSHIL DODIA 144140010 ROHIT GHADSHI 144140013 TEJAS JADHAV 144140015 SOHAM JOSHI 144140017 MANTHAN MULVEPARAB 144140022 PRATIK VANAM 144140034 CHANDAN PAWAR 144140040 SAYLEE HALDANKAR 144141050

2. PROJECT GUIDE PROF. CHETAN R. BHOLE CIVIL AND ENVIORNMENTAL ENGINEERING DEPARTMENT VEERMATA JIJABAI TECHNOLOGICAL INSTITUTE MATUNGA, MUMBAI-400019 (2016-2017)

3. OUTLINE OF PRESENTATION Introduction Literature Review Methodology Experimental Investigation Result Conclusion References Appendix Acknowledgement UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 3

4. OUR CITIES DURING RAINFALL! 4 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

5. INDUSTRIAL EFFECT ON ENVIRONMENT 5 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

6. INDUSTRIAL WASTE 6 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT Fly ash Silica Fume Hypo sludge

7. INDUSTRIAL WASTE UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 7 Alccofine i.e. Ultrafine Ground Granulated Blast Furnace Slag (UFGGBS) Rice husk

8. 8 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

9. PERVIOUS CONCRETE Cement concrete proportioned with sufficient interconnected voids that results in a highly permeable material, allowing water to readily pass. Also known as no fines concrete. 9 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

10. PROPERTIES OF PERVIOUS CONCRETE 10 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

11. Why application in pavements ?? India has one of the largest networks of roads aggregating about 71.13 lakh km at present Road transport is vital to India’s economy and contributes 4.7 % towards India’s gross domestic product. Concrete roads were less popular prior to 1990 because of unavailability of cement. Nowadays new concrete pavement technology has developed Cool pavement, quiet pavement and permeable pavement, which are eco friendly UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 11

12. TYPES OF PAVEMENT Rigid pavement Flexible pavement Permeable pavement UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 12

13. PERMEABLE PAVEMENT A pavement comprising material with sufficient continuous voids to allow water to pass from the surface to the underlying layers . 13 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

14. WHY PERMEABLE PAVEMENTS ARE BENEFICIAL ? UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 14

15. TYPES OF PERMEABLE PAVEMENT 15 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT Porous Paver Block Pervious Concrete P avement Pervious Asphalt Pavement

16. PERVIOUS CONCRETE PAVEMENT 16 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

17. BENEFITS OF PERVIOUS CONCRETE PAVEMENT Eliminates the cost of storm water devices Improves water quality 17 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT Reduce surface runoff and ponding of water

18. BENEFITS OF PERVIOUS CONCRETE PAVEMENT Proves to be better for people and environment 18 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

19. LIMITATIONS OF PERVIOUS CONCRETE PAVEMENT Limited for use in heavy vehicles traffic areas. It requires specialized construction practices. Lack of standardize test methods. Clogging of voids thus affecting the purpose of pavement. Special attention possibly required with high groundwater. 19 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

20. APPLICATION OF PERVIOUS CONCRETE PAVEMENT 20 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT Parking lots Pathways

21. APPLICATION OF PERVIOUS CONCRETE PAVEMENT 21 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT Street tree grates Side walks

22. CRITICAL REVIEW FROM LITERATURE The pervious concrete is found to be effective as it drains the water. It is observed that strength of pervious concrete is low compared to normal concrete. To enhance the strength, fly ash and alccofine was replaced by weight of cement. Fly ash with its property decreased the strength after 20% replacement but increased the permeability. Alccofine which is also known as Ultrafine Ground Granulated Blast Furnace Slag (UFGGBS) gives higher strength. Its fineness property reduces permeability, affecting the purpose. Hyposludge , a paper industry waste being effective increases the strength but no permeability is achieved. Porosity of pervious concrete is affected by size and shape of aggregate. UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 22

23. OBJECTIVE OF PROJECT To test the various properties of pervious concrete by using industrial waste like fly ash and alccofine. Compare mixes by varying w/c ratio, i.e. 0.3 & 0.4 To examine the pervious concrete mix whose properties re suitable for use as a pavement. Recommend optimal mix based on tests and results. UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 23

24. SCOPE OF PROJECT The scope of the work is to investigate pervious concrete made from industrial waste. To carry out the investigation the study was done on various industrial waste such as fly ash, alccofine. Mix design calculation was done by ACI method (American Concrete Institute). All the mixes were tested for compressive strength, void ratio and infiltration. UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 24

25. UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 25 METHODOLOGY

26. EXPERIMENTAL INVESTIGATION 27 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

27. PARAMETERS UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 28 53 GRADE OPC 20 MM ANGULAR AGGREGATE FLY ASH ALCCOFINE (ULTRAFINE GGBS ) W/C RATIO 0.3 & 0.4 14 TRAILS

28. MATERIALS 29 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

29. MATERIAL CHARACTERIZATION FOR CEMENT 30 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT Sr. No. Characteristic Requirement as per IS 12269 : 2013 Test Result CHEMICAL REQUIREMENTS 1. Total – loss on ignition (%) 4.0 (Max) 1.56 2. Insoluble Residue (% by Mass) 5.0 (Max) 1.17 PHYSICAL REQUIREMENTS 1. Fineness Specific Surface m 2 / kg 225 (Min) 330.3 2. Setting Time [Minutes] Initial 30 (Min) 130 Final 600 (Max) 205

30. MATERIAL CHARACTERIZATION FOR AGGREGATES UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 31 Sr. No. Test Conducted Test Result 1. Specific Gravity 2.80 2. Water Absorption % 0.18

31. MATERIAL CHARACTERIZATION FOR FLY ASH UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 32 Sr. No. Properties FLY ASH 1. PHYSICAL PROPERTIES Specific Gravity 1.3 to 3.0 Particle Size 100 to 0.5 microns Morphology Spherical 2. CHEMICAL PROPERTIES SiO 2 40 to 80 Al 2 O 3 10 to 20 Fe 2 O 3 02 to 05 MgO 2 01 to 02 CaO 02 to 10 Na 2 O 01 to 03 K 2 O 01 to 02 TiO 2 1

32. MATERIAL CHARACTERIZATION FOR ALCCOFINE UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 33 Sr. No . Properties Alccofine 1. PHYSICAL PROPERTIES Specific Gravity 2.94 2. ACTIVE INDEX % (as per ASTM C989) 7 days 107% 28 days 116.90%

33. TRIAL MIXES 34 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT MIX OPC ( % ) FLY ASH ( % ) ALCCOFINE ( % ) AGGREGATE ( % ) W/C CONTROL MIX 100 - - 100 0.3 0.3FM15 85 15 - 100 0.3 0.3FM20 80 20 - 100 0.3 0.3FM25 75 25 - 100 0.3 0.3AM3 97 - 03 100 0.3 0.3AM5 95 - 05 100 0.3 0.3AM7 93 - 07 100 0.3

34. TRIAL MIXES 35 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT MIX OPC ( % ) FLY ASH ( % ) ALCCOFINE ( % ) AGGREGATE ( % ) W/C CONTROL MIX 100 - - 100 0.4 0.4FM15 85 15 - 100 0.4 0.4FM20 80 20 - 100 0.4 0.4FM25 75 25 - 100 0.4 0.4AM3 97 - 03 100 0.4 0.4AM5 95 - 05 100 0.4 0.4AM7 93 - 07 100 0.4

35. TESTS Compressive strength test: Most of the desirable properties of concrete are qualitatively related to its compressive strength . Specimen of size 150mm x 150mm x 150mm is tested for 3, 7 and 28 days. Typical compressive strength of pervious concrete range from 2.8 to 28 MPa . 36 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

36. TESTS Void Ratio: Total percentage of voids present by volume in a specimen . It can be calculated by – Void content should range from 15 to 35 % 37 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

37. VOID RATIO TEST PROCEDURE 38 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

38. INFILTRATION RATE 39 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT Infiltration rate range from 81 L/min/m 2 to 730 L/min/ m 2

39. 40 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT RESULTS

40. Fly ash with 0.3 w/c ratio Maximum value = 21.20 MPa Minimum value = 19.17 MPa 41 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

41. 42 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

42. Alccofine with 0.3 w/c ratio Maximum value = 21.20 MPa Minimum value = 19.17 MPa 43 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

43. PACKING EFFECT OF ALCCOFINE UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 44

44. Fly ash with 0.4 w/c ratio Maximum value = 21.20 MPa Minimum value = 19.17 MPa 45 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

45. Alccofine with 0.4 w/c ratio 46 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT Maximum Value = 19.19 MPa Minimum Value = 17.48 MPa

46. UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 47 INFILTRATION RATE RESULT

47. Fly ash & Alccofine with 0.3 w/c ratio Maximum Value = 666.7 L/min/m 2 Minimum Value = 570 L/min/m 2 48 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

48. Fly ash & Alccofine with 0.4 w/c ratio Maximum Value = 707.1 L/min/m 2 Minimum Value = 617.1 L/min/m 2 49 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

49. UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 50 VOID RATIO RESULT

50. Fly ash & Alccofine with 0.3 w/c ratio Maximum Value = 24.9 % Minimum Value = 14.5 % 51 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

51. Fly ash & Alccofine with 0.4 w/c ratio Maximum Value = 29.3 % Minimum Value = 15.7 % 52 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

52. CONCLUSION Pervious concrete is a special type of concrete with high proportion of large sized pores which ultimately reduces the strength. Fly ash results in decreased compressive strength, while in case of Alccofine the compressive strength of pervious concrete is increased. Fly ash results in higher infiltration rate due to more voids as compared to alccofine which results in lower infiltration rate . 53 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

53. CONCLUSION Greater the aggregate size the greater is the permeability but lower is the strength and vice-versa. For areas where strength is main concern mix 0.3AM5 can be applicable while areas where permeability is more focused mix 0.4FM15 can prove to be effective in serving a pavement to recharge groundwater and reduce runoff 54 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

54. 55 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT Yes

55. REFERENCES A.L.Guruji , A.V.Rana , 2015, Ground Water Recharging Through Pervious Concrete Pavement, International Conference on: “Engineering: Issues, opportunities and Challenges for Development ”.   Tushar Shirke , Ajay Shinde , Yogesh Thorat , Amit Kawade , Aakash Gadekar and Pradip Sonawane , 2016, A Study On Concrete Properties By Partial Replacement Of Cement By Flyash & Alccofine, Jai Hind Polytechnic, International Journal Of Engineering Sciences & Management. Siddharth Talsania, Dr. Jayeshkumar Pitroda , 2016, Innovative Use Of Paper Industry Waste (Hypo Sludge) In Pervious Concrete, International Journal of Constructive Research in Civil Engineering (IJCRCE), volume 2 . A.H.L.Swaroop , K. Venkateswararao , Prof. P Kodandaramarao , 2013, Durability Studies On Concrete With Fly Ash & Ggbs , International Journal of Engineering Research and Applications (IJERA), volume 3 . Husain N Hamdulay, Roshni J John, D.R.Suroshe , 2015, Effect of Aggregate Grading and Cementitious By-product on Performance of Pervious Concrete, International Journal of Innovative Research in Science, volume 4. 56 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

56. B.Mahesh, B.Lavanya, 2016, Experimental Study of Pervious Concrete in Pavements, International Journal of Innovative Research in Science, volume 5. Arun . H, Franglin Jose. L, Joegin Raj. K. R, Julius Walter. A.G M. Murugalingam , 2016, Experimental Investigation On Increasing The Strength Of Pervious Concrete By Varying The Mix Ingredients .   Nishant Mishra, Shyam Verma , V. Vasugi , 2015, Experimental Study on Geopolymer Pervious Concrete, International Journal for Scientific Research & Development, Volume 3 . Sukamal Kanta Ghosh, Ananya Chaudhury , Rohan Datta , D.K.Bera , 2015, A Review On Performance Of Pervious Concrete Using Waste Materials, International Journal of Research in Engineering . Darshan S. Shah, Jayeshkumar Pitroda , 2014, Experimental Study On Durability And Water Absorption Properties Of Pervious Concrete, International Journal of Engineering Trends and Technology (IJETT), Volume 4. 57 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

57. Abhishek Sachdeva , Gobind Khurana , February 2016, Effect Of Cement And Fine Aggregate Replacement With Alccofine And Bottom Ash On Mechanical Properties Of Concrete, International Journal of Engineering Trends and Technology (IJETT), Volume 32 . Yatin H Patel, P.J.Patel , Prof. Jignesh M Patel, Dr. H S Patel, Study On Durability Of High Performance Concrete With Alccofine And Fly Ash, International Journal of Advanced Engineering Research and Studies . Specifications for Structural Concrete 301 Specification for Pervious Concrete Pavement 522.1 www.permeablepavement.org www.nrmca.org www.lafarge.org www.arpnjournals.org www.ijsrd.com 58 UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT

58. APPENDIX

59. chandan P awar sayle E haldankar R ohit ghadshi pratik V anam soham josh I harshil d O dia manthan m U lveparab teja S jadhav

60. ACKNOWLEDGEMENT I am beholden to Mr. ShrikantVarpe (Deputy Manager, Ambuja Cements Ltd, Mumbai) for explaining to me the diverse facts of experimental works involved in our present study. The experimental work of such an extent is not possible without the active help of technical supporting staff. Mr.VipulSatarkar , Lab attendant of Shree laboratory, Chembur , extended his active attendance during initial stage of study .The help rendered by Mrs. VaishaliSatarkar , Lab Proprietor and other supporting staff members is also deeply acknowledged . We would like to specially thank our project guide Prof. CHETAN R. BHOLE, who constantly supported, guide & encourage time to time for completion of project work which enable us to gain optimum knowledge in our project. We will endeavor to improve our knowledge and utilize it in our future and to enhance the reputation of our institute. UTILIZATION OF FLY ASH AND ALCCOFINE IN PERVIOUS CONCRETE AND ITS APPLICATION IN PAVEMENT 62

61. THANK YOU