VOLUME 9, ISSUE 8, AUGUST 2022

Abstract: For this STRESS - STRAIN - STRENGTH PROPERTIES, which relates to the three most common tests we performed and in line with the previous experiments, it is deduced that by applying them practically, it helps to explain the conditions of the loaded areas on the field. Therefore, in the field of operations, I have selected the three most common tests; I - D Consolidation (Compression) Test, where the loaded area is large with soil thickness of m & n ~5; Direct (box) Shear Test, using the Oedometer of Non-uniform Strains and Poor version of simple Shear; and Triaxial Test. However, the Std. TC tests at varying stresses of normal for Mohr-Coulomb Failure criteria figures into the practice very well. Hence the envelope from fig. 1.2 represents the limiting condition of the state of stress, for it is the conditions for which Mohr Circle lies above the envelope. It is also known that when Mohr Circle Tangent to envelope, then the point of tangency represents conditions on the failure plane, which results to rupture surface, where shear stress = Shear Strength; which leads to large deformations.

Keywords: Stress-Strain Relation, Mohr Test and Load Applications.

Abstract: Fundamental Analysis is extremely important for any organization in order to find out the financial health and the stability of it. When it comes to Bank it's even more important since bank does not only deal with its owner's capital, but also with the money of the Public. It is an obligation of the Banks to undergo a thorough Fundamental Analysis in order to let know its members and customers the financial condition the bank is in. The present study is about the Fundamental Analysis of Hanumanthanagar co-operative bank. There is a need to understand the banks financial stability since it is necessary for the members to understand it. In the present study we have taken various factors of the Bank to understand it in detail. Starting with the Analysis of the Financial Statements, using CAMEL rating and then comparing it with the Urban cooperative Banks in India, We have made an attempt to see whether the Bank is improving and how sensitive it is with the change in the industry.

Keywords: Fundamental Analysis, Urban Cooperative Banks, CAMEL rating

Abstract: Human resources are important corporate assets, and the overall performance of a company depends on how it is used. It is essential to hire someone with the necessary technical qualifications and experience to achieve the company's goals. At that time, you should be aware of your company's current and future requirements. Success recruitment methods include a thorough analysis of work and labor market conditions. The study discusses the challenges in conneqt with respect to demand fulfilment to requisition date and multiple factors impacting the talent rejection. The focus is on understanding the reasons for talent rejection and various strategies that can be implemented for effective ways of fulfilling the demand in the organization.

Keywords: Human Resource, Recruitment, Demand, Rejection

Abstract: Credit risk analysis is very important in every organization in order to manage the risk. Every organization should develop a proper credit analysis methodology to avoid future loss. The scope of the study limited to Hanumanthanagar co-operative bank and their customers. The present study is about the Credit risk analysis of Hanumanthanagar co-operative banks. There is a need to understand the risk involved in lending the credit to the borrower by the bank to make sure that the loan lent will not be set as default. And to find out the necessary measures that how the bank can minimize the risk involved in its lending. The various aspects the bank needs to analyze while lending the loan in order to reduce its loan and maintain the profitability.

Keywords: Credit Risk. NPA, T test, exposure at default

Abstract: This work introduces a transformer less inverter topology for power quality improvement. The topology can run on batteries or solar power and has the potential to enhance voltage. This inverter refers to a circuit that converts a DC input into AC without the use of an inductor or a transformer. Inverters without transformers are more compact and lightweight. By utilizing high voltage power electronic switches, this topology's primary goal is to remove inverter losses caused by the use of transformers, which results in a reduction in the inverter system's size, weight, and cost. Energy losses and additional component expenses are avoided using transformer less inverters, making it more cost- effective. A boost converter stage effectively converts a low voltage DC to a high voltage DC, and an H-bridge stage uses the high voltage DC from the boost converter to flip it into a typical 50 Hz AC. The standard two-level inverter topologies and the high gain DC-DC step-up converter are combined into one circuit. The high efficiency DC to DC boost converter is the key reason to eliminate the bulky transformer, it replaces the role of a traditional step-up transformer. The only losses in this system are those produced by the boost converter and H-bridge inverter, which are negligible when compared to the losses from an iron-core transformer. To improve efficiency and lower costs, the trans-former will be removed as part of this project. This article suggests a way for removing power quality problems caused by nonlinear loads, such as sag and swell. Here, power quality problems are minimized by using the inverter's output voltage.

Keywords: DC-DC converter; Two-level inverter; Nonlinear load; step-up transformer less inverter

Abstract: The majority of YouTube users are college students, therefore it's critical to understand their usage patterns, goals, and any potential psychological and behavioural effects. In order to determine the current trends in YouTube usage among female undergraduate students in Chennai City, this study will examine the devices used, memberships subscribed to, purposes used, and identity formation time spent networking, negative impacts experienced, and educational usage. Data from a survey were analysed with SPSS-Statistic 19.0 software, and the findings were compared to the examined literature. According to the survey, students' YouTube networking habits will eventually win out over parents' and teachers' attitudes, and although while cell phones are currently prohibited in many college buildings, they will undoubtedly be utilised in classrooms in the near future. The discoveries provide the current study in this area more depth.

Keywords: YouTube, YouTube Content, Chennai Urban Women

Abstract: In this study surface runoff was estimated using the USDA Soil Conservation Service curve number (SCS-CN) method in Maharuwa micro-watershed. The total geographical area of the micro-watershed is 1028.00 ha, located between 830 54' 29'' to 820 54' 32" North latitude and 250 64' 44" to 250 55' 38" East longitude which is situated at Maharuwa village of Ambedkar Nagar district, Uttar Pradesh. A total of 11yearrainfall event were selected between the years 2010 and 2020 for the study. Antecedent moisture content (AMC) was calculated by taking preceding five days rainfall events which gave three conditions AMC I, AMC II and AMC III. Weighted Curve Number for the entire selected micro-watershed was calculated based on site information of the watershed by land use land cover classification using ArcGIS and found to be 82.905 for AMC II. The CN values corresponding to AMC I and AMC III were 68.011 and 91.907 respectively. The runoff for each storm events was estimated using Curve Number method and it is found that among the selected year events maximum rainfall occurred in year 2013 giving runoff value of 162.27 mm and minimum rainfall occurred in year 2015 with runoff value of 49.15 mm. Runoff volume of the Maharuwa micro-watershed for each year events were also calculated, and maximum runoff volume was1668208.616 m3found in year 2013 and minimum runoff volume was505326.247 m3in year2015. By using previous year runoff values, prediction of runoff for next five year was also done. The prediction of runoff was done using Forecast tool available in Excel 2016 (FORECAST.ETS). It was found that the maximum runoff was expected in the year 2025 and minimum runoff was expected in year 2023. From the present study it was concluded that the SCS-CN method gives significant values of runoff, with the R2 value of 0.8514. The predicted values from the study could be useful for design of soil and water conservation structures and also useful for preparation for the next Storm event. Index Terms - runoff, SCS-CN method, potential maximum retention, rainfall, AMC and micro-watershed.

Abstract: In this study surface runoff is estimated using the USDA Soil Conservation Service curve number (SCS-CN) method and Autoregressive Time Series Model for Maharuwa micro-watershed. The total geographical area of the micro-watershed is 1028.00 ha, located between 830 54' 29'' to 820 54' 32" North latitude and 250 64' 44" to 250 55' 38" East longitude which is situated at Maharuwa village of Ambedkar Nagar district, Uttar Pradesh. Hydrological modeling is a powerful technique of hydrologic system investigation for both the research hydrologists and the practicing water resources engineers involved in the planning and development of integrated approach for management of water resources. The present study involved two hydrologic runoff model viz. SCS-Curve Number method and autoregressive time series model. In these study SCS-CN method has been applied for the estimation of surface runoff, CN and AMC condition for Maharuwa micro watershed. The Maharuwa micro watershed area is about 1028.00 ha. and is located under Ambedkar Nagar district of Uttar Pradesh.A total of 20 rainfall-runoff events were selected between the years 2001 and 2020 for the study. The SCS-CN is applied to generate curve number and to estimate the surface runoff with help of potential maximum retention the curve number of the watershed was estimated comparison of measured and estimation runoff show that the value is in close agreement with each other. The regression model between measured and estimated runoff was developed and also measured that the correlation coefficient was found to be 0.970450243. Autoregressive models of order 0,1 and 2 were tried for annual stream flow series and the annual stream flow was predicted. The goodness of fit and adequacy of models were tested by box- pierce portmanteau test, Akaike information criterion and by comparison of historical and generated datacorrelogram. For runoff the AIC value for AR(O) model 150.7629 which is lyingbetween 149.75 and 150.6924. Which one for AR(I) and AR(2) respectively. The mean forecast error is also very less in case of runoff in AR (l) models on the bases of the statistical test, AIC the AR (l) models with estimated model parameters was estimated for the best future prediction in Maharuwa micro watershed. This is also proved by graphical representation between measured and predicted correlogram, where is runoff there is a very close agreement. A comparison was mad between the estimated runoff from the SCS-CN method and the predicted runoff from the Autoregressive time series model with the measured data that were collected from the Maharuwa micro watershed. From comparison the measured data were is close agreement with the predicted data that was collected from the auto regressive time series model.

Keywords: runoff, autoregressive time series model, micro-watershed, rainfall, AMC and SCS-CN method

Abstract: VoIP technology is a technology that allows long-distance voice communication by utilizing internet media. Communication between users through the internet requires a level of security that are confidential (private). However, using an open internet network requires a communication data security method with the implementation of network performance and security. This can be done with the application of the Virtual Private Network (VPN) method. VPN applications on VoIP are affected by the security system by encrypting data from VoIP communications. VPN PPTP computer network security technology in virtual private IP or as a tunnel as a secure data transmission medium. The PPTP VPN and L2TP/IPsec VPN methods are a Layer 2 (Layer 2 Tunnel Protocol) - L2TP protocol, while the PPTP protocol uses only IP addresses, usernames and passwords for authentication. L2TP uses an additional authentication system, namely a Pre-shared key or secret. The purpose of this study is to compare security based on the protocol used with sniffing techniques and to obtain the Quality of Service (QOS) parameter values that includes bandwidth and delay. Performance test for bandwidth from the largest upload side, when using L2TP/IPsec VPN The average bandwidth value when uploading the G.711 codec is 76kbit/sec. While the download is around 77kbit/sec.

Keywords: VoIP, VPN PPTP, VPN L2TP/IPsec, QoS

Abstract: Brain magnetic resonance has mounted additionally how a totally treasured device to the prognosis from neurological diseases, because of is potential to supply wonderful element and characterization from Tissue. This paper explained the physically Base from magnetic resonance imaging and the exclusive sequences 2nd hand in the brain imaging Protocol, with the goal from distribution the reader with the primary device to recognise brain imaging.

Keywords: magnetic resonance, brain, sequences, algorithm, atom.

Abstract: The aim of this study was to evaluate utilization of waste weed material as Lantana camara Shoots (LS) as adsorbent for removal of Pb(II) from aqueous solutions. The batch and column mode studies were performed for metal sequestration. The adsorbent material was low cost and found in abundant form in studied area. In batch system, effect of pH, dose, contact time, initial metal concentration and particle sizes were studied. The monolayer adsorption capacities for Pb(II) was 2.42 mg/g at pH 5. Langmuir model fitted well with Pb(II) metal uptake. Pseudo second order kinetic models suits better than Pseudo first order in all experimental data. SEM and FTIR studies describe adsorption mechanism and support adsorption phenomenon. Column studies with real textile effluent reports more than 87% metal removal within 120 min contact time. Hence, this LS adsorbent could be attributing as efficient adsorption in its natural state.

Keywords: Lantana camara, Metal removal, Batch, Column, Flow rate

Abstract: Floods can cause widespread devastation, resulting in loss of life and damages to personal property and critical public health infrastructure. River flooding is the most common type of flooding in many parts of the world. It occurs when a water body exceeds its capacity to hold water and usually happens due to prolonged heavy rainfall. Narmada river located in Gujarat state, India, being major west flowing river was inundated in august 2006. This present study aims to develop mathematical model using HEC-RAS 6.0.0 version to analyze one dimension and two-dimension unsteady flow of water in Narmada lower sub-basin. The river stretch for hydrodynamic modelling starts from Garudeshwar gauge station located 14 km downstream of sardar sarovar dam at Narmada district of Gujarat to the mouth of Narmada river in gulf of Khambhat. The simulated results in 1D modelling show that that approximately 64.38% of the total cross section, have their bank station in overtopped condition both for discharge equal or more than 31061.91 m3 /s. It has been observed that right bank of river indicating eastern side of Narmada river near Vadodara city is more prone to water spill from higher water levels in River. 2D modelling results show that highest water surface elevation was observed in low lying areas are of Kherda, Rajupura and Bhanpura located between Anand and Vadodara city are mostly inundated. Model outputs can be used as Non-structural method of flood vulnerability assessment by government agencies to reduce flood damage.

Keywords: Inundate, Flood vulnerabilty, Water surface elevation, 1D & 2D model.

Abstract: In this paper, some characteristics of generalized metric spaces are presented, which will help many researchers to prove the results when working within groups volume.

Keywords: normed space, inner product space, characteristic.

Abstract: Construction field requires new technique in order to enhance the construction procedure. As the traditional method of building construction require huge consumption of materials and the time as well. Thus, it becomes necessary to search new approach in construction. Slab is one of the important elements of the building consuming large amount of concrete. The load transmitted on the slab is more and the clear span between the columns is large which results in usage of massive amount of concrete and steel. Due to this, the dead weight and the cost of construction increases so to minimize the above issues, Bubble deck technology can be used. Bubble deck slab is a biaxial hollow core slab. In this method concrete in the mid span of the slab is replaced by high density polyethylene balls (HDPE). HDPE balls are recycled materials derived from gasoline products under controlled temperature and prove to be eco-friendly. The diameter of the ball depends upon the depth of the slab. The ratio of bubble diameter to the depth of the slab plays a vital role. The concrete placed in the central portion of the slab acts as a filler material and it does not carry structural load. In this thesis the theoretical, analytical and experimental study has been done. Flexural test is carried out on the slab in order to check the strength. 24 specimens of slabs are casted, 12 specimens of conventional slab and 12 specimens of Bubble Deck slab. The grade of concrete used in casting the slab is M25. The approach includes making of moulds, forming the reinforcement mesh, placing the HDPE balls between the mesh, concreting, curing and testing. The test is performed on UTM and the results are analyzed. From the results it is obtained that the volume of concrete is reduced by 28.8% in bubble deck slab as compared to conventional slab and Bubble deck slab is lighter by 25% as compared to conventional slab also. The load bearing capacity of bubble deck slab is also increased by 11.68%.

Keywords: Bubble Deck slab, HDPE, conventional slab, flexure, comparison.

Abstract: In the shear failure mode, the particles in contact with each other in aperture area and particles in touch with geogrid are effectively resisting shear force during the shear test. The void area at the interface is not offering any resistance, only particles in contact with each other or with geogrid are contributing the resistance.The particle size and their associated voids play an important role in the dissipation of energy under the loading of granular materials. Numerous laboratory, numerical and analytical tests has been performed by many researchers to determine the influence of particle size and void ratio on the shear interface mechanism. An equation is formulated considering the actual area of contacts with dry density as variable for the shear resistance at the interface.

Keywords: combined shear resistance; interface shear ;geogrid-soil; passive resistance;shear mode;soil gradation; transverse ribs.

Abstract: This project demonstrates the study of water purification. Water samples are collected from four different location namely Padumpukhuri (Hojai district of Assam), Komorakata (Hojai district), Dekargaon (Sonitpur district of Assam), and GIMT, Tezpur campus(Sonitpur district). These water samples are tested for different physical and chemical parameter in our college Environmental Engineering laboratory and Tezpur (PHE) Division. Moreover our main aim is to design a low cost filter with Rice Husk Activated Carbon as the adsorbing material for purifying water. The main focus of our project is to deal with the quality of water and recover as much as clean and fresh water. Filtered water after passing layer of different proportion of activated carbon are tested for different physical and chemical parameter and compare with that of raw water. Comparison result shows that our low cost designed filter perform well to remove certain amount of chemical-physical parameter and gives good quality water.

Keywords: Low-Cost Household Water Filter, Activated Rice Husk, Natural Adsorbent, Hojai, Sonitpur

Abstract: Retrofitting can increase a building's structural qualities, including its strength, stiffness, ductility, and stability. Due to the probable design problems in the current columns and the increasing strain the building will receive as the number of retailer's increases, the bottom story may experience the greatest amount of column failure. As a result of the jacketing process, the columns will become stronger and the jacketing will be constructed to sustain the greater load in accordance with IS code, reducing the number of columns that fail (IS 15988:2013). The structure may rise to the aforementioned floors because the strengthened columns' bigger surface area can withstand a heavier load. The software will model every unsuccessful column. A common refit technique is concrete jacketing. The concrete junketing's design and computer-aided modeling are crucial components of the retrofitting procedure to be used on an existing structure. Particularly in India, there aren't enough laws and norms governing retrofitting. Use the structural engineering tool ETABS to analyze multi-story buildings for seismic loads, and then present retrofitting options to reduce the building's overall displacement and raise the frequency of seismic vibrations.

Abstract: Flat slab buildings have largely replaced traditional RC Frame structures in recent years because to its numerous advantages over the former, including lower costs, better utilization of space, simpler formwork, more design freedom, and quicker build periods. Flat slab construction's lacklustre performance under seismic stress is a major hindrance to how well it can support loads. The conventional RC frame building, the flat slab building with and without bracings, and their respective changes can be observed through seismic analysis. E-TABS is used for the analysis. To improve the performance of buildings with typical RC frame buildings and flat slabs under seismic loading, it is important to take additional steps to guide the development and design of these structures in seismic zones. The purpose of this research was to examine the response of standard RC slab structures, often known as flat slabs, to seismic pressures. The parameters of story drift, lateral displacement, seismic base shear, and story shear are all included in the present investigation.

Keywords: Flat Slabs, RC Frame building, story drift, lateral displacement, Response spectrum.

Abstract: The earthquakes in the Indian subcontinent have led to an increase in the seismic zoning factor over many parts of the country. Under this circumstance, seismic qualification of building has become extremely important. To make a building earthquake resistant, the building should have enough strength, stiffness and inelastic deformation capacity. This can be achieved through the selection of an appropriate building configuration and the careful detailing of structural members. There are several types of aspect ratios depending mainly on geometry and height of the building. The behavior of a building during earthquakes depends on its overall shape, size, height and geometry. Therefore, structural engineering profession has been using the nonlinear static procedure (NSP) or pushover analysis. Nonlinear static analysis, has been developed over the past twenty years and has become the preferred analysis procedure for design and seismic performance evaluation purposes. This paper aims to evaluate the reinforced concrete building to conduct the Pushover Analysis. The pushover analysis shows the pushover curves, capacity spectrum, plastic hinges and performance level of the building. The non-linear static analysis gives better understanding and more accurate seismic performance of building's damage or failure element.

Keywords: High rise building, RCC structure, ductility, seismic design.

Abstract: The properties of soil in contact with the geogrid in soil-geogrid interface in shear mode is having major role in resisting the shear force. In the shear failure mode, the particles in contact with each other in aperture area and particles in touch with geogrid are effectively resisting shear force during the shear test. The particles in contact with each other or with geogrid are contributing the resistance. The particle size and their associated voids play an important role in the dissipation of energy under the loading of granular materials. A correlation was formulated by this author considering the actual area of contacts with dry density as variable for the shear resistance at the interface. Based on this formulation, the variation of shear resistance with soil properties is studied in this paper.

Keywords: combined shear resistance; interface shear ;geogrid-soil; passive resistance;shear mode;soil gradation; transverse ribs.

Abstract: Composite materials are employed to generate the special physical and mechanical property materials for various applications which are utilized to generate materials embedded with high strength and light weight. In fact, inquisitive investigators have spent a lot of sweat and blood on research for the purpose of ushering in diverse composite materials to evaluate the composite material applications. The mechanical properties of hexagonally shaped honeycomb structure is studied based on their special features such as high strength to weight ratio, excellent rigidity at minimal weight, low cost and complex applications. Square and triangular of glass fibre based honeycomb core composite structures is seldom found work. The square honeycomb core composites have been prepared using simple slotting enhanced research technique. The aim of this study is to improve the mechanical property of glass fibre reinforced epoxy honeycomb core composite material. These structures has been prepared in the range of 30, 40, 50 weight percentage of fibre by using simple slotting technique. The mechanical property of the square honeycomb core composite material has been studied experimentally.

Keywords: Glass fibre, Epoxy Resin, Honeycomb core Structure, Compression Moulding.

Abstract: With the growing technological advancements, a really prevailed downside within the aeronautical institutes is the Bird Strike that has to be handled in a sophisticated manner. A Bird Strike is strictly outlined as a collision between a bird associated with an aircraft that is on the wing or on a Take-Off or Landing roll and also the term is usually swollen to hide alternative life Strikes - with haywire or ground animals. Bird Strikes typically occur throughout the Take-Off or Landing sections thanks to the lower altitudes of the aircrafts throughout that phase. Indian airports have recorded a gradual increase in range of bird hits and craft run-ins with stray animals over a minimum of the past 5 years, in step with official information, illustrating the potential safety risks and losses the aviation business confronts from such accidents because the fleet of planes operated by domestic airlines expands apace. in step with board of directors General of Civil Aviation (DGCA) an information was provided in response to a Right to data (RTI) application filed by geographic area Times that contained the amount of Bird Strikes. In 2014, the amount of bird hits and animal strikes was 719, in 2015 it absolutely was 764, in 2016 with a count of 839, in 2017 a spike of 1125 was noticed and in 2018, the count was 1244. The current techniques showing smart results against Bird Strikes aren't effective enough to beat this downside. Therefore, this paper produces a plan with usage of sound to forestall Bird Strike that disturbs the birds and causes them to maneuver away. To overcome this downside, we tend to square measure reaching to use "Ultrasonic radiation" which will be radiated throughout the flight takeoff and landing that disturbs the birds (without harming them) and additionally not moving the pilots throughout their flight.

Keywords: Foreign Object, Sensors, Ultra Sonic, Aircraft

Abstract: The cellular automaton with quantum dots, is a branch of nanotechnology, can be used to create combinational and sequential circuits at the nanoscale, by manipulating the position of the electron. In comparison to existing transistor-based SR, JK T, and D flip-flops, QCA technology offers a number of additional benefits, including low power consumption, faster speed, small size, and great performance. When compared to a single edge triggered QCA circuit, the dual edge triggered QCA structure offers minimal power consumption and fast switching. The primary design criteria for circuits include cell count, and area usage, [9] to compare the two edges triggered flip-flops with the one edge-triggered flip-flops, and we create both types of flip-flops in this work.

Keywords: QCA, Majority gate, Dual edge flip flop, single edge flip flop

Abstract: This research has included long-term exposure tests to synthetic acid rain to determine whether or not this kind of precipitation hastens the deterioration of reinforced concrete. The specimen of M20 grade concrete was evaluated after 28 days of curing. Tests were conducted using concrete specimens with dimensions of 150 mm x 150 mm x 150 mm, as well as a cylinder with a 100 mm diameter and a 200 mm depth, into which a 12 mm dia bar was inserted. After being immersed for the required time, individuals were put through a battery of chemical and physical analyses. At last, the samples were exposed to acid rain for 120, 100, and 80 hours respectively. The acid rain is made from purified water. The results of the PH paper tests show a significant linear relationship between the eroded depth of the specimen and the amount of time it was exposed to a simulated acid rain with a PH of 5. In addition, it was found that the length of time the specimens were immersed in synthetic acid affected their flexural strength (120, 100, or 80 hours, respectively). The level of carbonation may be determined using a phenolphthalein indicator and a synthetic acid rain dipping process.

Keywords: deterioration, synthetic acid rain, exposure test, reinforced concrete, carbonation depth

Abstract: This workflow includes study of airfoils for BOEING 737, NACA 2412, EPPLER 1098. Wings are created using these airfoils. This consists of a CAD model of the wing with and without dimples which are prepared using Solidworks and its analysis is done in Ansys fluent. Computational Fluid Dynamics [CFD] is carried out on all three wings with the boundary conditions as the original.

Keywords: Airfoil, BOEING 737, NACA 2412, EPPLER 1098, Dimples

Abstract: The motive of the current study is to understand the effects of the addition of cementitious materials like Alccofine-1203, fly ash and foundry sand on the concrete. Cement is replaced by Alccofine-1203 in amount of 0, 5, 10, 15% and the fine aggregate is replaced by foundry sand in amount of 0, 5, 10, and 15% for preparing mix design of M30 grade. The overall performance of concrete mix is characterized by the test Flexural Strength (FS), Compressive Strength (CS), split tensile strength (STS), at the curing period of 7, 14 and 28 days. The entire test Results of concrete carrying Alccofine-1203 and foundry sand has greater compressive strength, enhanced durability and reduced dispersion property. It is observed that the maximum compressive, tensile and flexural strength scan be achieved by addition of 10% of Alccofine-1203 and 10% foundry sand in the mixture of concrete with fixed water cement ratio 0.45. The project results suggested that reasonable high performance concrete can be obtained by replacing fine aggregate with 0% to 10% of foundry sand along with partial replacement of cement with 10% of the A.F-1203.

Keywords: Alccofine-1203, Concrete, Foundry Sand, Flexural Strength, Compressive Strength, Split Tensile Strength.

Abstract: Throughout the long term, a ton of safety approaches have been brought up that assistance in keeping private information got restricting the possibilities of a protective breach. Face acknowledgement is one of the handful of fingerprint methods which have applications of more accuracy and few rudeness in computer program which utilizes an individual face for consequently identifying also confirm particular from the computerized image or outline of video from source. It looks at chosen face highlights from the picture and facial information based on it. Likewise, it can be an apparatus which will confirm an individual. Face identification will provide thumb impression that uses the differences in faces. It can be considered as one of the most successful fingerprint identification methods among several types of finger print recognition including thumb impression, DNA, palm print, hand geometry, iris detection and retina. Its lengthy process and the precise of the results is its one of the problem using fingerprint identification. It provides proper and exact results with faster face detection process which gives us the solutions. This system is built using a Machine Learning which recognizes multiple faces with high precise level.

Keywords: Local Binary Pattern Histogram, Criminal Identification System, Face acknowledgement, facial information, Machine Learning, python.