1) The study investigated the durability properties of concrete where excavated soil was used to fully replace river sand as a fine aggregate.
2) Standard tests were conducted on both conventional concrete cubes and excavated soil concrete cubes to evaluate acid resistance, alkali resistance, water absorption, porosity, and thermal resistance.
3) The results showed that the excavated soil concrete performed similarly to conventional concrete in the durability tests, with acid resistance, alkali resistance, and compressive strength being comparable between the two concretes. The excavated soil concrete did exhibit higher water absorption and porosity.
AN EXPERIMENTAL STUDY ON PROPERTIES OF THE CONCRETE FOR REPLACEMENT OF SAND B...IAEME Publication
The demand of natural sand in the construction industry has consequently increased resulting in the reduction of sources and an increase in price. In such a situation stone dust can be an economical alternative to the river sand. The effect of water cement ratio on fresh and hardened properties of concrete with fully replacement of natural sand by stone dust was investigated. Concrete mix design of M40 grade was done according to Indian standard code (IS: 10262).The main
objective of the present investigation is two cements are selected Ordinary Portland Cement (OPC) & Portland Pozzolana Cement (PPC) - 43 grade to evaluate the possibilities of using stone dust as a replacement by fine aggregate along with super plasticizers at a dosage of 0.5%, 1.0%, 1.5% & 2.0% by weight of cement
AN EXPERIMENTAL STUDY ON PROPERTIES OF THE CONCRETE FOR REPLACEMENT OF SAND B...IAEME Publication
The demand of natural sand in the construction industry has consequently increased resulting in the reduction of sources and an increase in price. In such a situation stone dust can be an economical alternative to the river sand. The effect of water cement ratio on fresh and hardened properties of concrete with fully replacement of natural sand by stone dust was investigated. Concrete mix design of M40 grade was done according to Indian standard code (IS: 10262).The main
objective of the present investigation is two cements are selected Ordinary Portland Cement (OPC) & Portland Pozzolana Cement (PPC) - 43 grade to evaluate the possibilities of using stone dust as a replacement by fine aggregate along with super plasticizers at a dosage of 0.5%, 1.0%, 1.5% & 2.0% by weight of cement
Design of High Compressive Strength Concrete Mix without AdditivesIJERA Editor
In this paper, the crashed Basalt and uncrushed granite is used in concrete mixes as coarse aggregate. The selected materials, with high specification using special production techniques, the properties ,the mix design procedure and mix proportion of the high strength concrete (HSC) were discussed. Different proportions of Ordinary Portland cement (410,430 and 450) kg/m3 with different crashed Basalt and uncrushed Granite coarse aggregate amount (1120 and 1050) kg/m3 and fine aggregate with fine modulus of 3.65 were used. Eight concrete mixes were prepared: two as control mix for crashed Basalt and uncrushed Granite, three with crashed Basalt and three with uncrushed Granite coarse aggregate with mix amount(410:680:1120,430:610:1050 and 450:550:1050) kg/m3,(cement: fine aggregate: coarse aggregate)respectively. The study showed that the use of granite coarse aggregate in concrete mixes has a clear effect in mix proportion. The compressive strength of concrete was measured at ages of 7, 28 and 56 days and it was found that the granite (Mix3) of (450:550:1050) kg/m3 with w/c of 0.46 give the highest of strength in 28 and 56 days among the abovementioned mixes its 56 and 64 N/mm2 respectively. The paper shows that good results of compressive strength and workability of concrete were obtained when using granite coarse aggregate.
Experimental investigation on concrete by replacing crusher dust as fine aggr...eSAT Journals
Abstract In this present work we identified and investigated the use of crusher dust and granite floor slab chips in concrete as an alternative fine aggregate and coarse aggregate respectively, the tests were conducted on standard concrete cubes (150 mm x 150 mm x 150 mm), cylinders (150 mm x 300 mm) and prisms (100 mm x 100 mm x 500 mm). Tests on the physical properties of crusher dust, granite chips and its influence on the strength of fresh and hardened state, along with a comparative study with the concrete of river sand are made. The properties investigated were specific gravity, fineness modulus, water absorption, free surface moisture, bulk density and grading zone. Tests were conducted on 6 cubes, 6 cylinders and 6 prisms for M20 grade mix design with sand and crusher dust as fine aggregates, granite metal and granite floor slab chips as coarse aggregates. The strength parameters compressive strength, Split-Tensile strength and flexural strength were compared at 7 days and 28 days respectively. Mix design procedure in accordance with IS 10262-2009, IS 456-2000 and Sp 23-1982 using 20mm coarse aggregate was adopted for investigation. The investigation indicates that crushed stone dust has vast potential as fine aggregate in concrete construction. Crusher dust not only reduces the cost of construction but also helps reduce the impact on environment by consuming the material hitherto considered as a waste product with few applications. Keywords: Crusher Dust, Granite Floor Slab Chips, Concrete Mix.
Properties of concrete have been reported to depend mainly on cement and coarse aggregates. Coarse aggregates, in turn, depend on the type of the parent rock from which aggregates has been obtained as well as the methods of aggregates production. Suitability of coarse aggregates obtained from three different methods of production namely; machined crushed stone from the quarry (MCSQ), manually crushed stone by application of fire (MCSF) and manually crushed stone with hammer after blasting (MCSH) was investigated. A total number of 216 concrete cubes were cast, in order to determine the compressive strength of the various concrete made with MCSQ, MCSF and MCSH; with varied mix ratios of 1: 1½: 3, 1: 2: 4 and 1: 3: 6. The results of aggregate crushing value (ACV) and aggregate impact value (AIV) for MCSH are 28.4 % and 15.06 % respectively, for MCSF are 30.7 % and 19.5 % respectively, and for MCSQ are 29.8 % and 18.07 % respectively. Furthermore, the compressive strength of concrete cubes obtained from MCSQ, MCSF and MCSH respectively at the end of 28 days were: 22.07 N/mm2, 19.04 N/mm2 and 28.15 N/mm2 respectively for the mix 1: 11/2: 3; 22.00 N/mm2, 20.96 N/mm2 and 23.33 N/mm2 respectively for the mix 1: 2: 4 and 17.04 N/mm2, 12.52 N/mm2 and 17.48 N/mm2 respectively for the mix 1: 3: 6. . The compressive strength values obtained for the various mixes and aggregates fall within 15 to 30 N/mm2 as specified in BS EN 1992-1-1:2004 except the concrete obtained from MCSF for the mix 1:3:6 at 28 days curing. The statistical analysis was done and reported for the various results.
compressive strength of concrete containing milled glass as partial substitut...IJAEMSJORNAL
This work reports the outcome of an experiment carried out by using milled glass (MG) of varying percentages (20%, 40% and 60% by weight)of cement in concrete making. MG was sourced for and milled to required fineness. The concrete was batched with mix ratio of 1։2։ 4. Concrete Cube specimens produced were allowed to cure for 7-28 days and compressive strength, slump and setting time tests were carried out and were compared with those of conventional concrete (0% MG). Results obtained showed that compressive strength of the concrete increased with increase in length of curing age, but decreased as the percentage of MG increased. However, the strength still remained in the allowable range of workability for concrete in line with British standard. MG replacement of 20% was found to be the most suitable mix considering the strength and safe use of the concrete. It was concluded that MG replacement of 20% showed no significant loss in strength compared to the control sample and is stable and could be acceptable in most concrete. At the long run. Waste glass that currently constitutes waste concern in built environment in Nigeria can best be managed through alternative use in concrete production.
Size Anddosageof Micro Silica Fume Behaviour for Partial Replacement of Cemen...iosrjce
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) is a double blind peer reviewed International Journal that provides rapid publication (within a month) of articles in all areas of mechanical and civil engineering and its applications. The journal welcomes publications of high quality papers on theoretical developments and practical applications in mechanical and civil engineering. Original research papers, state-of-the-art reviews, and high quality technical notes are invited for publications.
Study of packing density of concrete in structural concrete using different s...habib ullah
The use of cement reasons air pollution so we can regulate it by replacing some amount of cement with marble dust.
In Pakistan budget is the key problem. Marble powder and kaolin clay are inexpensive. Marble powder is a waste.
Marble stone industry generates both solid waste and stone slurry. Leaving this waste material to the environment directly can cause environmental problem.
STUDY OF THE PROPERTIES OF METAKIOLIN AND GGBS BASED GEOPOLYMER CONCRETEIAEME Publication
Objectives: To investigate the properties of metakiolin and GGBS based geopolymer concrete. Methods/Statistical Analysis: In this connection, Geopolymer is need of the hour, where the binder is inorganic polymer. Geopolymer concrete will be introduced as an alternative concrete which did not use any cement in its mixture and used Metakaolin and GGBS as alternative cement. NaOH and Na2SiO3 were used as activator solution. Findings: Geopolymer concrete is prepared by using the solution of sodium silicate mixed with sodium hydroxide. The fixed ratio of sodium silicate to sodium hydroxide is 2.5 and the concentration of sodium hydroxide is 8M. The geo polymer concrete specimens are casted and tested for compressive strength for and 28 days and cured at ambient temperature. Applications/Improvements: This study helps in gaining knowledge about the morphological composition of concrete which might result in path-breaking trends in construction industry.
Design of High Compressive Strength Concrete Mix without AdditivesIJERA Editor
In this paper, the crashed Basalt and uncrushed granite is used in concrete mixes as coarse aggregate. The selected materials, with high specification using special production techniques, the properties ,the mix design procedure and mix proportion of the high strength concrete (HSC) were discussed. Different proportions of Ordinary Portland cement (410,430 and 450) kg/m3 with different crashed Basalt and uncrushed Granite coarse aggregate amount (1120 and 1050) kg/m3 and fine aggregate with fine modulus of 3.65 were used. Eight concrete mixes were prepared: two as control mix for crashed Basalt and uncrushed Granite, three with crashed Basalt and three with uncrushed Granite coarse aggregate with mix amount(410:680:1120,430:610:1050 and 450:550:1050) kg/m3,(cement: fine aggregate: coarse aggregate)respectively. The study showed that the use of granite coarse aggregate in concrete mixes has a clear effect in mix proportion. The compressive strength of concrete was measured at ages of 7, 28 and 56 days and it was found that the granite (Mix3) of (450:550:1050) kg/m3 with w/c of 0.46 give the highest of strength in 28 and 56 days among the abovementioned mixes its 56 and 64 N/mm2 respectively. The paper shows that good results of compressive strength and workability of concrete were obtained when using granite coarse aggregate.
Experimental investigation on concrete by replacing crusher dust as fine aggr...eSAT Journals
Abstract In this present work we identified and investigated the use of crusher dust and granite floor slab chips in concrete as an alternative fine aggregate and coarse aggregate respectively, the tests were conducted on standard concrete cubes (150 mm x 150 mm x 150 mm), cylinders (150 mm x 300 mm) and prisms (100 mm x 100 mm x 500 mm). Tests on the physical properties of crusher dust, granite chips and its influence on the strength of fresh and hardened state, along with a comparative study with the concrete of river sand are made. The properties investigated were specific gravity, fineness modulus, water absorption, free surface moisture, bulk density and grading zone. Tests were conducted on 6 cubes, 6 cylinders and 6 prisms for M20 grade mix design with sand and crusher dust as fine aggregates, granite metal and granite floor slab chips as coarse aggregates. The strength parameters compressive strength, Split-Tensile strength and flexural strength were compared at 7 days and 28 days respectively. Mix design procedure in accordance with IS 10262-2009, IS 456-2000 and Sp 23-1982 using 20mm coarse aggregate was adopted for investigation. The investigation indicates that crushed stone dust has vast potential as fine aggregate in concrete construction. Crusher dust not only reduces the cost of construction but also helps reduce the impact on environment by consuming the material hitherto considered as a waste product with few applications. Keywords: Crusher Dust, Granite Floor Slab Chips, Concrete Mix.
Properties of concrete have been reported to depend mainly on cement and coarse aggregates. Coarse aggregates, in turn, depend on the type of the parent rock from which aggregates has been obtained as well as the methods of aggregates production. Suitability of coarse aggregates obtained from three different methods of production namely; machined crushed stone from the quarry (MCSQ), manually crushed stone by application of fire (MCSF) and manually crushed stone with hammer after blasting (MCSH) was investigated. A total number of 216 concrete cubes were cast, in order to determine the compressive strength of the various concrete made with MCSQ, MCSF and MCSH; with varied mix ratios of 1: 1½: 3, 1: 2: 4 and 1: 3: 6. The results of aggregate crushing value (ACV) and aggregate impact value (AIV) for MCSH are 28.4 % and 15.06 % respectively, for MCSF are 30.7 % and 19.5 % respectively, and for MCSQ are 29.8 % and 18.07 % respectively. Furthermore, the compressive strength of concrete cubes obtained from MCSQ, MCSF and MCSH respectively at the end of 28 days were: 22.07 N/mm2, 19.04 N/mm2 and 28.15 N/mm2 respectively for the mix 1: 11/2: 3; 22.00 N/mm2, 20.96 N/mm2 and 23.33 N/mm2 respectively for the mix 1: 2: 4 and 17.04 N/mm2, 12.52 N/mm2 and 17.48 N/mm2 respectively for the mix 1: 3: 6. . The compressive strength values obtained for the various mixes and aggregates fall within 15 to 30 N/mm2 as specified in BS EN 1992-1-1:2004 except the concrete obtained from MCSF for the mix 1:3:6 at 28 days curing. The statistical analysis was done and reported for the various results.
compressive strength of concrete containing milled glass as partial substitut...IJAEMSJORNAL
This work reports the outcome of an experiment carried out by using milled glass (MG) of varying percentages (20%, 40% and 60% by weight)of cement in concrete making. MG was sourced for and milled to required fineness. The concrete was batched with mix ratio of 1։2։ 4. Concrete Cube specimens produced were allowed to cure for 7-28 days and compressive strength, slump and setting time tests were carried out and were compared with those of conventional concrete (0% MG). Results obtained showed that compressive strength of the concrete increased with increase in length of curing age, but decreased as the percentage of MG increased. However, the strength still remained in the allowable range of workability for concrete in line with British standard. MG replacement of 20% was found to be the most suitable mix considering the strength and safe use of the concrete. It was concluded that MG replacement of 20% showed no significant loss in strength compared to the control sample and is stable and could be acceptable in most concrete. At the long run. Waste glass that currently constitutes waste concern in built environment in Nigeria can best be managed through alternative use in concrete production.
Size Anddosageof Micro Silica Fume Behaviour for Partial Replacement of Cemen...iosrjce
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) is a double blind peer reviewed International Journal that provides rapid publication (within a month) of articles in all areas of mechanical and civil engineering and its applications. The journal welcomes publications of high quality papers on theoretical developments and practical applications in mechanical and civil engineering. Original research papers, state-of-the-art reviews, and high quality technical notes are invited for publications.
Study of packing density of concrete in structural concrete using different s...habib ullah
The use of cement reasons air pollution so we can regulate it by replacing some amount of cement with marble dust.
In Pakistan budget is the key problem. Marble powder and kaolin clay are inexpensive. Marble powder is a waste.
Marble stone industry generates both solid waste and stone slurry. Leaving this waste material to the environment directly can cause environmental problem.
STUDY OF THE PROPERTIES OF METAKIOLIN AND GGBS BASED GEOPOLYMER CONCRETEIAEME Publication
Objectives: To investigate the properties of metakiolin and GGBS based geopolymer concrete. Methods/Statistical Analysis: In this connection, Geopolymer is need of the hour, where the binder is inorganic polymer. Geopolymer concrete will be introduced as an alternative concrete which did not use any cement in its mixture and used Metakaolin and GGBS as alternative cement. NaOH and Na2SiO3 were used as activator solution. Findings: Geopolymer concrete is prepared by using the solution of sodium silicate mixed with sodium hydroxide. The fixed ratio of sodium silicate to sodium hydroxide is 2.5 and the concentration of sodium hydroxide is 8M. The geo polymer concrete specimens are casted and tested for compressive strength for and 28 days and cured at ambient temperature. Applications/Improvements: This study helps in gaining knowledge about the morphological composition of concrete which might result in path-breaking trends in construction industry.
Experimental study on partial repalcement of fine aggregate with construction...eSAT Journals
Abstract The construction industry has gained very fast growth in recent decades due to the increase in population, increase in
industrialization and also introduction of new infrastructure projects. These resulted in the growth of construction industry
drastically, which leads to a huge demand for construction materials and also in generation of huge amount of construction
waste. The present work aims at finding the optimum concrete mixture encompassing of cement mortar and brick bat debris as a
substitute for fine aggregate. Also the basic properties of cement mortar debris and brick bat debris as fine aggregate was
studied and it is compared with the traditional fine aggregate. The effect of cement mortar debris and brickbat debris as fine
aggregate in concrete for different proportions on strength was recorded at the curing age of 7, 14 and 28 days. All the data are
tabulated andcompared. It was observed that particular proportions of cement mortar debris and brickbat debris displayed
enhancing effect onthe compressive strength.
Keywords: Construction Waste, Debris, Compressive Strength
Experimental Study of Partial Replacement of Fine Aggregate with Waste Materi...IJRES Journal
The utilization of industrial and agricultural waste produced by industrial process has been the focus of waste reduction research for economical, environmental and technical reasons. This is because over 300 million tones of industrial waste are being produced per annual by agricultural and industrial process in India. The problem arising from continuous technological and industrial development is the disposal of waste material. If some of the waste materials are found suitable in concrete making not only cost of construction can be cut down, but also safe disposal of waste material can be achieved. The cement of high strength concrete is generally high which often leads to higher shrinkage and greater evaluation of neat of hydration besides increase in cost. A partial substitution of cement by an industrial waste is not only economical but also improves the properties of fresh and hardened concrete and enhance the durability characteristics besides the safe disposal of waste material thereby protecting the environment form pollution This paper deals with partial replacement of fine aggregate with the industrial waste from China Clay industries. The compressive strength, split tensile strength and flexural strength of conventional concrete and fine aggregate replaced concrete are compared and the results are tabulated.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
Use of construction renovation and demolition waste in partial replacement of...eSAT Journals
Abstract Concrete is a pourable mix of cement, water, sand, and gravel that hardens into a super strong building material. In the recent decades demolition of old buildings, renovation of construction gave rise to gargantuan amounts of construction and demolition waste. Even the waste produced by industries and households got amplified. So experiments were carried out in the laboratory to scrutinize a concrete made of partial replacement of coarse aggregate with construction and demolition waste materials like ceramic tiles waste, plastic debris, crushed bricks. The resultant concrete thus produced was tested on the following parameters like compressive strength, workability, flexural strength. The results thus obtained are compared with a plain cement concrete. By using low weight materials like plastic debris we got a light weight concrete. The workability of concrete produced with construction waste when compared with plain cement concrete is not reliable but it produced a considerable increase in the compressive strength. So we have increased quantity of plastic debris and deducted some quantity of other waste, by this the workability standards are maintained .Hence by using required quantities strength and workability are acquired. Economy plays a imperative role in any construction, by partially replacing of coarse aggregate with construction and demolition waste, plastic waste the cost of construction can be reduced. These wastes can cause pollution that effects human health. Using these wastes effectively in construction activities the rate of pollution can also be controlled. Even the properties of concrete can also be improved. Key Words: Construction and Demolition waste, Plastic Debris, Compressive Strength, Flexural Strength, Workability.
Studies on quarry dust as partial replacement of fine aggregates in concreteIJLT EMAS
Natural sand is most commonly used fine aggregates
in the production of concrete possess the problem of acute
shortage in many areas. Quarry dust can be used as an economic
alternative to the natural sand. In this investigation an attempt is
made to utilize quarry dust as a partial substitute for natural
sand in producing concrete. Natural sand is replaced by Quarry
dust at an interval of 5%, 10%, 15%, 20% and 25%. Mix
proportions for M20 concrete is prepared with reference to IS:
10262-2009 and IS: 456-2000 for the study of workability.
Compressive strength and Flexural strength test results are
compared with the conventional concrete. The strengths were
obtained at the ages of 3, 7 and 28 days. Compressive and
Flexural strength increased marginally from 5% to 15%
replacement. There is a slight decrease in the corresponding
compressive and flexural strength at 20% replacement. Good
correlation was observed between compressive strength and
flexural strength. It was observed that the addition of quarry
dust that would replace the fine material at particular
proportion has displayed an enhancing effect on properties of
concrete. This investigation proves that quarry dust can be used
as a partial substitute for natural sand in preparing concrete.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
Courier management system project report.pdfKamal Acharya
It is now-a-days very important for the people to send or receive articles like imported furniture, electronic items, gifts, business goods and the like. People depend vastly on different transport systems which mostly use the manual way of receiving and delivering the articles. There is no way to track the articles till they are received and there is no way to let the customer know what happened in transit, once he booked some articles. In such a situation, we need a system which completely computerizes the cargo activities including time to time tracking of the articles sent. This need is fulfilled by Courier Management System software which is online software for the cargo management people that enables them to receive the goods from a source and send them to a required destination and track their status from time to time.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...Amil Baba Dawood bangali
Contact with Dawood Bhai Just call on +92322-6382012 and we'll help you. We'll solve all your problems within 12 to 24 hours and with 101% guarantee and with astrology systematic. If you want to take any personal or professional advice then also you can call us on +92322-6382012 , ONLINE LOVE PROBLEM & Other all types of Daily Life Problem's.Then CALL or WHATSAPP us on +92322-6382012 and Get all these problems solutions here by Amil Baba DAWOOD BANGALI
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Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Vaccine management system project report documentation..pdfKamal Acharya
The Division of Vaccine and Immunization is facing increasing difficulty monitoring vaccines and other commodities distribution once they have been distributed from the national stores. With the introduction of new vaccines, more challenges have been anticipated with this additions posing serious threat to the already over strained vaccine supply chain system in Kenya.