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KYC using Blockchain

Nowadays everyone uses their personal identification documents on a regular basis, which gets shared with third parties without their explicit consent and stored at an unknown location. Companies such as government institutions, banks, credit agencies and other financial organizations are considered to be the weakest point in the current identity management system as they are unfortified to theft and hacking of data. Although the financial services sector have been seeking solutions for identity problem for a long time, it is only now that a viable solution has arrived in form of blockchain. KYC Know Your Customer using Blockchain eliminates the repeated KYC checks that banks currently perform by maintaining a common secure database in a blockchain. The nature of a blockchain ensures that unauthorized changes to the data are automatically invalidated. The proof of reputation concept makes the verification process more robust and secure. Decentralized computing architecture, blockchain will allow for the accumulation of data from multiple authoritative service provider into a single immutable, cryptographically secured and validated database. Blockchain KYC solution take advantages of a secure, public digital ledger to give almost instantaneous and truly secure verification of identity. Due to the immutable and unalterable nature of the record kept in the blockchain, fraud could become a thing of the past. Sreelakshmi V G | Meera P M | Senna Mariya Pius | Mathews Jose | Swapna B Sasi "KYC using Blockchain" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-4 , June 2020, URL: https://www.ijtsrd.com/papers/ijtsrd31542.pdf Paper Url :https://www.ijtsrd.com/computer-science/other/31542/kyc-using-blockchain/sreelakshmi-v-g<br>

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KYC using Blockchain

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  1. International Journal of Trend in Scientific Research and Development (IJTSRD) Volume 4 Issue 4, June 2020 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470 An Experimental Investigation on Pervious Concrete Road using Cotton Waste Pavithra. P1, Roja. M1, Shalini. E1, Sharmila. K1, Madhuraa. S2 1UG Student, 2Assistant Professor in Civil Engineering, 1,2M. P. Nachimuthu M. Jaganathan Engineering College, Chennimalai, Erode, Tamil Nadu, India ABSTRACT Our project is about experimental investigation on pervious concrete street the use of waste cotton gown material. The waste cotton costume is crushed and used as an admixture to make bigger the absorbing characteristics in pervious concrete. This pavement technological know-how creates greater efficient land use via removing the need for retention pond, swell and different luxurious storm water management devices. Generally it has low electricity and very desirable permeability. Pervious concrete differs from the conventional concrete in view that it is commonly includes no or smaller amount of pleasant aggregate. In this undertaking the parameters such as compressive electricity, drainage circumstance of more than a few mix proportions of pervious pavement layer will be studied. The admixture is delivered as 1%, 2%, 3% gradually. How to cite this paper: Pavithra. P | Roja. M | Shalini. E | Sharmila. K | Madhuraa. S "An Experimental Pervious Concrete Road using Cotton Waste" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-4, June 2020, pp.1596- 1599, www.ijtsrd.com/papers/ijtsrd31605.pdf Copyright © 2020 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC (http://creativecommons.org/licenses/by /4.0) Investigation on IJTSRD31605 URL: BY 4.0) 1.INTRODUCTION Development of High Rise buildings and Highways forms an impervious surfaces on the earth main to mistaken recharging of ground water, imbalance ecosystem, erosion, floods, etc., A simple solution to avoid these troubles is to cease setting up impervious surfaces and swap to pervious concrete or porous pavement. The use of waste materials as a source of aggregate in new construction substances has turn out to be extra common in current decades. Recharging the ground water supplies, lowering the discharge of pollution in water materials and minimizing the impact of development on watersheds have grow to be the fundamental focal point vicinity whilst growing a herbal land. 1.1.SCOPE OF THE PROJECT The main aim of this project is to strengthen a pavement the usage of cotton waste. With this, the street administration and contractors will have a opportunity to use reclaimed materials to produce new street materials contributing to a sustainable development of avenue infrastructures using a promising method in phrases of fees and environment. This method will be validated thinking laboratory exams carried out by means of evaluating it with the performance of common material used in the pavement rehabilitation. Encourage the use of waste material in the development of highways to the maximum low in cost and sensible extent feasible with equal or multiplied performance. In the United States of America there is a wide-spread interest at present in the new ‘COTTON ROADS’ which are being made across the continent from New York to California and from Florida to Maine. The crushed material is covered with the layer of chips, which are rolled in with a heavy roller. The best results in cotton roads have been obtained. 2.METHODOLOGY @ IJTSRD | Unique Paper ID – IJTSRD31605 | Volume – 4 | Issue – 4 | May-June 2020 Page 1596

  2. International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470 3.TEST ON AGGREGATE Table: 3.2 Elongation Index for Aggregate Size of aggregate Passing through I.S. Sieve (mm) (mm) 20 10 10 4.75 4.75 Pan Total Weight of aggregate Retained in Elongation gauge (gm) - 1.998 0.617 1.308 Weight of the aggregate taken(gm) Retained on I.S. Sieve - 0.349 - 0.349 3.2.DETERMINATION OF AGGREGATE IMPACT VALUE FIG 3.1 FLAKINESS INDEX EQUIPMENT Table: 3.1 Flakiness Index for Aggregate Size of Aggregate Weight of Passing through I.S. Sieve (mm) (mm) 20 10 10 4.75 4.75 Pan Total Weight of aggregate passing through Thickness Gauge (gm) - 0.388 0.092 0.24 FIG 3.3 IMPACT TEST EQUIPMENT the Retained on I.S. Sieve 3.3.SPECIFIC GRAVITY OF SOIL BY PYCNOMETER The primary measuring gear in this check is Pycnometer. This is glass jar of 1 litre capacity that is geared up at its top by way of a conical cap made of brass. There is a small gap at its apex of 6mm diameter. The leakage is averted by using having a washer between the cap and the jar. While closing the jar, it is screwed until the mark so that the quantity of the pycnometer will stay steady during the calculation. FIG 3.3 PYCNOMETER aggregate taken (gm) - 2.957 0.528 3.485 3.1.DETERMINATION OF ELONGATION INDEX 3.4.TEST ON CEMENT FIG 3.2 ELONGATION INDEX EQUIPMENT ?The sample is sieved with the set of sieves arranged in order. ?A quantity of aggregate is taken sufficient to provide the minimum number of 200 pieces of any fraction to be tested. ? Each fraction is gauged individually for length on the metal gauge. ?The total amount retained by the length gauge is weighed to an accuracy at least 0.1 percent of the weight of the test sample. ?The flakiness index is calculated as the total weight of the material the various length gauges, expressed as a percentage of the total weight of the Sample gauged. FIG 3.5 VICAT APPARATUS @ IJTSRD | Unique Paper ID – IJTSRD31605 | Volume – 4 | Issue – 4 | May-June 2020 Page 1597

  3. International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470 4.RESULT ANALYSIS AND DISUSSIONS 4.1.TEST ON AGGREGATE 4.1.1.FLAKINESS INDEX ?The Flakiness Index of the given sample of aggregate is 6%. ?Total weight of aggregate passing through is divided by the total amount of aggregate taken for test. ?As per the IRC recommendation this is applicable for the road surface. GRAPH – 4.1 FLAKINESS INDEX GRAPH – 4.3 IMPACT TEST 4.1.4.SPECIFIC GRAVITY TEST ?The specific gravity of the aggregate is 2.61. ?As per the IRC recommendation the specific gravity of aggregate normally used in the road construction ranges from 2.5-3.0 with an average of about 2.68. GRAPH – 4.4 SPECIFIC GRAVITY TEST 4.1.2.ELONGATION INDEX ?The Elongation index of the given sample of aggregate is 32.68%. ?Total weight of aggregate retained is divided by the total weight of aggregate taken for the test. ?As per the IRC recommendation this is applicable for the road surface. GRAPH – 4.2 ELONGATION INDEX Table 4.1 COMPRASION TEST RESULTS 7 DAYS 14 DAYS 28 DAYS DAYS 2) 2) 2) (N/mm (N/mm (N/mm CONVENTIONAL CONCRETE ADMIXTURE ADDED AS 1% ADMIXTURE ADDED AS 2% ADMIXTURE ADDED AS 3% 18.72 17.44 19.62 19.18 27.904 21.8 4.1.3.IMPACT TEST ?The Impact strength of the given sample of coarse aggregate is 25%. ?As per the IRC recommendation this satisfactory for road surface. 13.08 16.56 20.928 12.2 17.44 20.92 @ IJTSRD | Unique Paper ID – IJTSRD31605 | Volume – 4 | Issue – 4 | May-June 2020 Page 1598

  4. International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470 GRAPH - 4.5 COMPARISON OF TEST RESULTS Chart Title 30 27.9 25 21.8 20.928 20.92 20 19.62 19.18 18.72 17.44 17.44 16.56 15 13.08 12.2 10 5 0 CC AD 1 AD 2 AD 3 7DAYS 14 DAYS 28 DAYS 5.CONCLUSION ?Pervious concrete pavements are a very low cost and environmentally friendly solution to help sustainable construction. REFERENCE [1]S. O. Ajamu, A. A. Jimoh, J. R. Oluremi - Evaluation of structural performance of pervious concrete in construction, International Journal of Engineering and Technology. Volume 2 No. 5, May, 2012. ?Its ability to capture storm water and recharge floor water whilst lowering storm water runoff enables pervious concrete to play a big role. [2]M. Harshavarthana Balaji, M. R. Amarnaath, R. A. kavin, S. Jaya Pradeep-Design of Eco friendly pervious concrete. IJCIET Volume 6, Issue 2, February (2015),pp. 22-29. ?Pervious concrete is an best answer to manipulate storm water, re-charging of ground water, flood manipulate at downstream and sustainable land management. [3]Darshan S. shah, Prof. Jayeshkumar Pitroda, Prof. J.J. Bhavsar- Pervious concrete: New Era for Rural Road Pavement, International Journal of Engineering Trends and Technology (IJCIET) – volume 4 Issue 8- August 2013. ?The compressive and flexure electricity of pervious concrete lowered with the addition of 10% silica fume, silica fume and PVA sol, of one of a kind proportions. [4]Praveenkumar patil, Santosh M. Murnal- study on the Properties of pervious concrete, international Journal of Engineering Research & Technology (IJCIET) ISSN: 2278-0181 Vol.3 Issue 5, May-2001 ?The compressive and flexure energy of pervious concrete accelerated with the addition of 10% zeolite and these can be used at locations where moderate compressive energy is required e.g. pathway. [5]A. Allahverdi, K. kianpur and M.R. Moghbeli-Effect of polyvinyl alcohol on flexural strength and some important physical properties of Portland cement paste, Iranian Journal of Materials science & Engineering Vol.7, Number 1, winter 2010 ?From the above test end result it is found that alternative of cement with 10% zeolite has a drastic increase in compressive power for 1:4 C: A ratio whereas the amplify in flexure energy is very small. ?These can additionally be used as sound absorbing partitions in classroom, auditorium etc. This can additionally be used at railway platforms. This will assist in decreasing water accumulation on railway tracks and additionally absorbs co2 in air as it includes zeolite. [6]Sirile Eathakotil, Navya Gundu, Markandeya Raju ponnada-An Innovative No-Fines Concrete Pavement Model (IOSR-JMCE) e-ISSN: 2278-1684,p-ISSN: 2320- 334x, Volume 12, Issue 5Ver.III (Sep – Oct. 2015), P 34- 44. @ IJTSRD | Unique Paper ID – IJTSRD31605 | Volume – 4 | Issue – 4 | May-June 2020 Page 1599

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