Cracks in concrete are inevitable and are one of the inherent weaknesses of concrete. Water and other salts seep through these cracks, corrosion initiates, and thus reduces the life of concrete. So there was a need to develop an inherent biomaterial, a self - repairing material which can remediate the cracks and fissures in concrete. Bacterial concrete is a material, which can successfully remediate cracks in concrete. This technique is highly desirable because the mineral precipitation induced as a result of microbial activities is pollution free and natural. As the cell wall of bacteria is anionic, metal accumulation (calcite) on the surface of the wall is substantial, thus the entire cell becomes crystalline and they eventually plug the pores and cracks in concrete. This paper discusses the plugging of artificially cracked cement mortar using Bacillus Pasteurii bacteria combined with sand as a filling material in artificially made cuts in cement mortar which was cured in urea and Calcium chloride medium. The effect on the compressive strength and stiffness of the cement mortar cubes due to the mixing of bacteria is also discussed in this paper. It was found that use of bacteria improves the stiffness and compressive strength of concrete. Scanning electron microscope (SEM) is used to document the role of bacteria in microbiologically induced mineral precipitation. Rod like impressions were found on the face of calcite crystals indicating the presence of bacteria in those places.
In this study, bacterial concrete is to be prepared under grade of concrete OPC 43.The design mix proportioning also carried under IS code provision. Testing of specimens are carried at 7 days ,14 days and 28 days of curing by Compression Testing Machine and Universal Testing Machine for corresponding specimens. The Compressive Strength and Flexural Strength of Bacterial Concrete are found.
Formation of cracks in concrete is a common phenomenon that allows many chemicals, water to seep inside leading to decrease in durability, including progressive drop in concrete strength. The maintenance and repair of structural concrete is very complex phenomenon. Self-healing concrete, using bacteria at the time of mixing, is an impressive solution to overcome these kinds of adverse effects. It is an economical way is to prepare concrete of better quality. The study was carried out to investigate the concrete performance by adding bacteria “Bacillus subtilis”. This Self-Healing concrete is also known as as Bio-concrete. Bacteria was induced directly in the concrete mix along with calcium lactate i.e., an organic precursor producing calcium carbonate crystals that block cracks and pores in the concrete. Samples were made with different quantities of bacteria and results showed significant increase in compressive strength of concrete and decrease in permeability. The concrete micro-structure was observed under SEM which also confirmed the experimental results obtained.
Cracks in concrete are inevitable and are one of the inherent weaknesses of concrete. Water and other salts seep through these cracks, corrosion initiates, and thus reduces the life of concrete. So there was a need to develop an inherent biomaterial, a self - repairing material which can remediate the cracks and fissures in concrete. Bacterial concrete is a material, which can successfully remediate cracks in concrete. This technique is highly desirable because the mineral precipitation induced as a result of microbial activities is pollution free and natural. As the cell wall of bacteria is anionic, metal accumulation (calcite) on the surface of the wall is substantial, thus the entire cell becomes crystalline and they eventually plug the pores and cracks in concrete. This paper discusses the plugging of artificially cracked cement mortar using Bacillus Pasteurii bacteria combined with sand as a filling material in artificially made cuts in cement mortar which was cured in urea and Calcium chloride medium. The effect on the compressive strength and stiffness of the cement mortar cubes due to the mixing of bacteria is also discussed in this paper. It was found that use of bacteria improves the stiffness and compressive strength of concrete. Scanning electron microscope (SEM) is used to document the role of bacteria in microbiologically induced mineral precipitation. Rod like impressions were found on the face of calcite crystals indicating the presence of bacteria in those places.
In this study, bacterial concrete is to be prepared under grade of concrete OPC 43.The design mix proportioning also carried under IS code provision. Testing of specimens are carried at 7 days ,14 days and 28 days of curing by Compression Testing Machine and Universal Testing Machine for corresponding specimens. The Compressive Strength and Flexural Strength of Bacterial Concrete are found.
Formation of cracks in concrete is a common phenomenon that allows many chemicals, water to seep inside leading to decrease in durability, including progressive drop in concrete strength. The maintenance and repair of structural concrete is very complex phenomenon. Self-healing concrete, using bacteria at the time of mixing, is an impressive solution to overcome these kinds of adverse effects. It is an economical way is to prepare concrete of better quality. The study was carried out to investigate the concrete performance by adding bacteria “Bacillus subtilis”. This Self-Healing concrete is also known as as Bio-concrete. Bacteria was induced directly in the concrete mix along with calcium lactate i.e., an organic precursor producing calcium carbonate crystals that block cracks and pores in the concrete. Samples were made with different quantities of bacteria and results showed significant increase in compressive strength of concrete and decrease in permeability. The concrete micro-structure was observed under SEM which also confirmed the experimental results obtained.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
A study on effect of bacteria on cement compositeseSAT Journals
Abstract
Crack is commonly observed failure in the case of concrete. Crack may develop due to addition of excess of water to during mixing of
concrete, or may be due to shrinkage and creep. In the present study, crack healing and improvement of physical properties of cement
paste, mortar and concrete are studied. It is done by the addition of bacterial strains namely Bacillus Sphaericus and Sporosarcina
Pastuerii. It is found that these bacteria when added at 106 concentration of cells/ml of water to cement composites increased by about
39.8% and 33.07% in paste. There is an increment of 50% and 28.2% in mortar for two bacterial strains. The strength increment is
found to be 18.3% and 12.2% for Bacillus Sphaericus and Sporosarcina Pastuerii respectively for concrete. Ultrasonic pulse velocity
of the bacterial concrete was in line with conventional concrete. SEM and XRD images revealed presence of CaCO3 produced
microbially. There is overall improvement in the bacterial composites compared to conventional composites.
Keywords: Bacillus Sphaericus, Sporosarcina Pastuerii Bacteria, Crack, Concentration, and Calcite.
A study on effect of bacteria on cement compositeseSAT Journals
Abstract
Crack is commonly observed failure in the case of concrete. Crack may develop due to addition of excess of water to during mixing of
concrete, or may be due to shrinkage and creep. In the present study, crack healing and improvement of physical properties of cement
paste, mortar and concrete are studied. It is done by the addition of bacterial strains namely Bacillus Sphaericus and Sporosarcina
Pastuerii. It is found that these bacteria when added at 106 concentration of cells/ml of water to cement composites increased by about
39.8% and 33.07% in paste. There is an increment of 50% and 28.2% in mortar for two bacterial strains. The strength increment is
found to be 18.3% and 12.2% for Bacillus Sphaericus and Sporosarcina Pastuerii respectively for concrete. Ultrasonic pulse velocity
of the bacterial concrete was in line with conventional concrete. SEM and XRD images revealed presence of CaCO3 produced
microbially. There is overall improvement in the bacterial composites compared to conventional composites.
Keywords: Bacillus Sphaericus, Sporosarcina Pastuerii Bacteria, Crack, Concentration, and Calcite.
BACTERIAL CONCRETE - A SOLUTION TO CRACK FORMATIONAM Publications
Concrete is a homogenous mixture and cracks in concrete are inevitable so there is a need for repair which affects the economic life of any structure. To overcome this problem an inherent biomaterial is developed, a self-repairing material which can remediate the cracks in concrete. Bacterial concrete is a technique which is highly desirable because the calcium precipitation is induced as a result of microbial activities. This helps in increasing the strength and durability of concrete. As per the results, it is clearly observed that there is increase in compressive strength, tensile strength and durability in bacterial concrete as compared with normal concrete. This is the main objective of the bacterial concrete for which it was introduced. Various tests which are carried out to study these properties of concrete are compressive strength test, Split tensile test. Scanning Electron Microscope (S.E.M) is used to study the growth of bacteria in the concrete. It is observed that for bacterial proportion 105 cells (24 ml of bacteria in 1000ml), there is significant increase in compressive strength of the bacterial concrete i.e. around 25% increase in strength as compared with normal concrete. For this purpose bacteria used is Bacillus Subtilis.
The usage of cement has been increased
throughout the world which has severe effect on the
environment. replacement of cement in concrete is in very
much need, for which several materials came into existence
like flyash, silicafume GGBS and geopolymers etc.one such
material which will act as cementinious materials is used in
the study which will reduce cracks and fissures in concrete
by utilizing microbiologically induced calcite (CaCo3
)
precipitation called Bio Mineralization produced by Bacillus
subtilis in the presence of chemicals. In this project,
bacterial concrete is prepared under grade of concrete M25
and Natural fiber is added in total volume of concrete in
desired level which will cure the cracks automatically by
forming calcium carbonate precipitate as well as to achieve
more Compressive strength and Flexural strength. To avoid
corrosion, the bacterial concrete along with natural fibers is
used which results in self healing process.
In this study, the behavior of bacterial fibre
concrete was investigated experimentally. Various
parameters like compressive strength, flexural strength and
splitting tensile strength of specimens for bacterial fibres
concrete have been studied. Then these values for bacterial
and bacterial fibre concrete are compared with the
conventional concrete.
AN EXPERIMENTAL INVESTIGATION ON THE STRENGTH PROPERTIES OF FLY ASH BASED BAC...AM Publications
The present investigation deals with the influence of Bacillus Subtilis bacteria on strength properties of fly ash concrete. In fly ash concrete, cement was partially replaced with 10%, 20% and 30% with fly ash by weight and optimizes the percentage of fly ash for making bacterial concrete. The bacteria Bacillus Subtilis of different cell concentrations 103, 105 and 107 cells/ml were used for making bacterial concrete. The experimental investigations were carried out for 28 and 56 days. Tests conducted include Compressive strength, Split tensile strength, Flexural strength and Ultrasonic Pulse Velocity. In fly ash concrete, maximum strength properties observed for 10% replacement of cement with fly ash and the percentage of fly ash is fixed as 10% for making bacterial concrete. In bacterial concrete, maximum strength properties obtained for the bacteria cell concentration of 105cells/ml. The improvement in the strength properties of fly ash concrete is due to the precipitation of calcium carbonate (CaCO3) in the micro environment by the bacteria Bacillus Subtilis.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
A study on effect of bacteria on cement compositeseSAT Journals
Abstract
Crack is commonly observed failure in the case of concrete. Crack may develop due to addition of excess of water to during mixing of
concrete, or may be due to shrinkage and creep. In the present study, crack healing and improvement of physical properties of cement
paste, mortar and concrete are studied. It is done by the addition of bacterial strains namely Bacillus Sphaericus and Sporosarcina
Pastuerii. It is found that these bacteria when added at 106 concentration of cells/ml of water to cement composites increased by about
39.8% and 33.07% in paste. There is an increment of 50% and 28.2% in mortar for two bacterial strains. The strength increment is
found to be 18.3% and 12.2% for Bacillus Sphaericus and Sporosarcina Pastuerii respectively for concrete. Ultrasonic pulse velocity
of the bacterial concrete was in line with conventional concrete. SEM and XRD images revealed presence of CaCO3 produced
microbially. There is overall improvement in the bacterial composites compared to conventional composites.
Keywords: Bacillus Sphaericus, Sporosarcina Pastuerii Bacteria, Crack, Concentration, and Calcite.
A study on effect of bacteria on cement compositeseSAT Journals
Abstract
Crack is commonly observed failure in the case of concrete. Crack may develop due to addition of excess of water to during mixing of
concrete, or may be due to shrinkage and creep. In the present study, crack healing and improvement of physical properties of cement
paste, mortar and concrete are studied. It is done by the addition of bacterial strains namely Bacillus Sphaericus and Sporosarcina
Pastuerii. It is found that these bacteria when added at 106 concentration of cells/ml of water to cement composites increased by about
39.8% and 33.07% in paste. There is an increment of 50% and 28.2% in mortar for two bacterial strains. The strength increment is
found to be 18.3% and 12.2% for Bacillus Sphaericus and Sporosarcina Pastuerii respectively for concrete. Ultrasonic pulse velocity
of the bacterial concrete was in line with conventional concrete. SEM and XRD images revealed presence of CaCO3 produced
microbially. There is overall improvement in the bacterial composites compared to conventional composites.
Keywords: Bacillus Sphaericus, Sporosarcina Pastuerii Bacteria, Crack, Concentration, and Calcite.
BACTERIAL CONCRETE - A SOLUTION TO CRACK FORMATIONAM Publications
Concrete is a homogenous mixture and cracks in concrete are inevitable so there is a need for repair which affects the economic life of any structure. To overcome this problem an inherent biomaterial is developed, a self-repairing material which can remediate the cracks in concrete. Bacterial concrete is a technique which is highly desirable because the calcium precipitation is induced as a result of microbial activities. This helps in increasing the strength and durability of concrete. As per the results, it is clearly observed that there is increase in compressive strength, tensile strength and durability in bacterial concrete as compared with normal concrete. This is the main objective of the bacterial concrete for which it was introduced. Various tests which are carried out to study these properties of concrete are compressive strength test, Split tensile test. Scanning Electron Microscope (S.E.M) is used to study the growth of bacteria in the concrete. It is observed that for bacterial proportion 105 cells (24 ml of bacteria in 1000ml), there is significant increase in compressive strength of the bacterial concrete i.e. around 25% increase in strength as compared with normal concrete. For this purpose bacteria used is Bacillus Subtilis.
The usage of cement has been increased
throughout the world which has severe effect on the
environment. replacement of cement in concrete is in very
much need, for which several materials came into existence
like flyash, silicafume GGBS and geopolymers etc.one such
material which will act as cementinious materials is used in
the study which will reduce cracks and fissures in concrete
by utilizing microbiologically induced calcite (CaCo3
)
precipitation called Bio Mineralization produced by Bacillus
subtilis in the presence of chemicals. In this project,
bacterial concrete is prepared under grade of concrete M25
and Natural fiber is added in total volume of concrete in
desired level which will cure the cracks automatically by
forming calcium carbonate precipitate as well as to achieve
more Compressive strength and Flexural strength. To avoid
corrosion, the bacterial concrete along with natural fibers is
used which results in self healing process.
In this study, the behavior of bacterial fibre
concrete was investigated experimentally. Various
parameters like compressive strength, flexural strength and
splitting tensile strength of specimens for bacterial fibres
concrete have been studied. Then these values for bacterial
and bacterial fibre concrete are compared with the
conventional concrete.
AN EXPERIMENTAL INVESTIGATION ON THE STRENGTH PROPERTIES OF FLY ASH BASED BAC...AM Publications
The present investigation deals with the influence of Bacillus Subtilis bacteria on strength properties of fly ash concrete. In fly ash concrete, cement was partially replaced with 10%, 20% and 30% with fly ash by weight and optimizes the percentage of fly ash for making bacterial concrete. The bacteria Bacillus Subtilis of different cell concentrations 103, 105 and 107 cells/ml were used for making bacterial concrete. The experimental investigations were carried out for 28 and 56 days. Tests conducted include Compressive strength, Split tensile strength, Flexural strength and Ultrasonic Pulse Velocity. In fly ash concrete, maximum strength properties observed for 10% replacement of cement with fly ash and the percentage of fly ash is fixed as 10% for making bacterial concrete. In bacterial concrete, maximum strength properties obtained for the bacteria cell concentration of 105cells/ml. The improvement in the strength properties of fly ash concrete is due to the precipitation of calcium carbonate (CaCO3) in the micro environment by the bacteria Bacillus Subtilis.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
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.
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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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.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.