This document summarizes a study on the effect of adding stone dust on some geotechnical properties of soil. Laboratory tests were conducted by mixing stone dust with soil at percentages of 10%, 20%, 30%, 40%, and 50% by dry weight. The results showed that:
1) Maximum dry density of the soil increased with higher stone dust content while optimum moisture content decreased.
2) CBR value initially increased with up to 30% stone dust but then decreased at higher percentages.
3) Specific gravity first increased and then decreased with varying stone dust content, with 30% being optimal.
4) In conclusion, adding 30% stone dust improved soil properties like CBR and density the most.
Study on Geotechnical Properties of Stabilized Expansive SoilQuarry Dust Mixesiosrjce
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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.
International Journal of Engineering and Science Invention (IJESI)inventionjournals
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International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
Effect of geopolymer on the strength of black cotton soileSAT Journals
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Abstract
This paper presents in the improvement of problematic soils in a environmental friendly method. The present paper geopolymer to stabilize a soft soil. Geopolymer is an alkali activated solution prepared by combining sodium hydroxide(NaOH) with the sodium silicate solution(Na2SiO3). The sodium hydroxide solution is prepared to 12M concentration and Na2SiO3/NaOH ratio of 2.5. The geopolymer increases the strength of the black cotton soil by geopolymerisation. The geopolymerisation process involves three separate but interrelated stages. During initial mixing the alkaline solution dissolves silicon and aluminium ions from the amorphous phases of the feedstock. In this solution, neighboring silicon or aluminium hydroxide molecules then undergo a condensation reaction, where adjacent hydroxyl ions from these near neighbors condense to form an oxygen bond linking the molecules and a free molecule of water. The application of mild heat causes these “monomers” and other silicon and aluminium hydroxide molecules to poly-condense or polymerise, to form rigid chains or nets of oxygen bonded tetrahedra. In the present study geopolymer is treated with the black cotton soil. The effect of geopolymer on strength characteristic of Black cotton soil have been studied for a curing period of 7days 15days and 28days. The compressive strength of black cotton soil increases with geopolymer dosage and curing.. The density of black cotton soil also increases with the increase in geopolymer. The test result indicates that geopolymer is very effective in stabilizing the soft soil. An attempt has been made to study the properties of soil treated with geopolymer Key words : Geopolymer, Black cotton soil, polycondensation reaction.
OPTIMUM USE OF POLYPROPYLENE FIBERS IMPROVES SOIL PROPERTIES IAEME Publication
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Soil being the cheapest and readily available construction material has been popular, even though it suffers from being poor in mechanical properties. It has been the constant endeavor of research workers to put forth innovative ideas to improve its mechanical properties to suit the requirements of engineering structures, Vidal in 1968 postulated the new oriented concept of reinforced earth technique. Reinforced earth is a construction material composed of soil fill, strengthened by inclusion of rods, bars, fibers or nets that interact with the soil by means of frictional resistance and act as a coherent mass. It is used in a variety of applications such as retaining structures, embankment, stabilization of subgrade and improvement of soil beneath pavements and footings. Fiber reinforcement technique permits use of natural as well as synthetic fibers for soil reinforcement. In Maharashtra black cotton soil is found in abundance which is highly expansive soil. In present study an attempt has been made to investigate the use of polypropylene fibers for improving properties of locally available soil. The comparison of properties of soil with addition of varying percentages of fibers by dry weight of soil and having different aspect ratios is also carried out. The addition of polypropylene fibers resulted in increase in optimum moisture content and decrease in maximum dry density. Direct shear tests conducted on soil shows increase in value of cohesion and decrease in value of angle of internal friction. With the inclusion of the fibers increase in C. B. R. value and unconfined compressive strength is observed.
Study on Geotechnical Properties of Stabilized Expansive SoilQuarry Dust Mixesiosrjce
Â
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.
International Journal of Engineering and Science Invention (IJESI)inventionjournals
Â
International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
Effect of geopolymer on the strength of black cotton soileSAT Journals
Â
Abstract
This paper presents in the improvement of problematic soils in a environmental friendly method. The present paper geopolymer to stabilize a soft soil. Geopolymer is an alkali activated solution prepared by combining sodium hydroxide(NaOH) with the sodium silicate solution(Na2SiO3). The sodium hydroxide solution is prepared to 12M concentration and Na2SiO3/NaOH ratio of 2.5. The geopolymer increases the strength of the black cotton soil by geopolymerisation. The geopolymerisation process involves three separate but interrelated stages. During initial mixing the alkaline solution dissolves silicon and aluminium ions from the amorphous phases of the feedstock. In this solution, neighboring silicon or aluminium hydroxide molecules then undergo a condensation reaction, where adjacent hydroxyl ions from these near neighbors condense to form an oxygen bond linking the molecules and a free molecule of water. The application of mild heat causes these “monomers” and other silicon and aluminium hydroxide molecules to poly-condense or polymerise, to form rigid chains or nets of oxygen bonded tetrahedra. In the present study geopolymer is treated with the black cotton soil. The effect of geopolymer on strength characteristic of Black cotton soil have been studied for a curing period of 7days 15days and 28days. The compressive strength of black cotton soil increases with geopolymer dosage and curing.. The density of black cotton soil also increases with the increase in geopolymer. The test result indicates that geopolymer is very effective in stabilizing the soft soil. An attempt has been made to study the properties of soil treated with geopolymer Key words : Geopolymer, Black cotton soil, polycondensation reaction.
OPTIMUM USE OF POLYPROPYLENE FIBERS IMPROVES SOIL PROPERTIES IAEME Publication
Â
Soil being the cheapest and readily available construction material has been popular, even though it suffers from being poor in mechanical properties. It has been the constant endeavor of research workers to put forth innovative ideas to improve its mechanical properties to suit the requirements of engineering structures, Vidal in 1968 postulated the new oriented concept of reinforced earth technique. Reinforced earth is a construction material composed of soil fill, strengthened by inclusion of rods, bars, fibers or nets that interact with the soil by means of frictional resistance and act as a coherent mass. It is used in a variety of applications such as retaining structures, embankment, stabilization of subgrade and improvement of soil beneath pavements and footings. Fiber reinforcement technique permits use of natural as well as synthetic fibers for soil reinforcement. In Maharashtra black cotton soil is found in abundance which is highly expansive soil. In present study an attempt has been made to investigate the use of polypropylene fibers for improving properties of locally available soil. The comparison of properties of soil with addition of varying percentages of fibers by dry weight of soil and having different aspect ratios is also carried out. The addition of polypropylene fibers resulted in increase in optimum moisture content and decrease in maximum dry density. Direct shear tests conducted on soil shows increase in value of cohesion and decrease in value of angle of internal friction. With the inclusion of the fibers increase in C. B. R. value and unconfined compressive strength is observed.
Modification of clayey soil using fly asheSAT Journals
Â
Abstract Soil modification refers to the process of enhancing physical, chemical and mechanical properties of soil to maintain its stability. In this research, an attempt has been made to improve the engineering properties of locally available clayey soil by making a composite mix with waste river sand and fly ash in appropriate proportions. A series of proctor compaction tests, unconfined compressive strength (UCS) tests and falling head permeability tests were carried out. It was revealed that both strength and permeability characteristics of clayey soil improve on addition of local sand and fly ash. Thus, a suitable mix proportion of clayey soil-sand-fly ash for various geotechnical applications like construction of embankments, low cost rural roads etc. can be obtained. The main objective of this research work is to obtain an improved construction material by making the best use of available clayey soil & sand and to make the effective utilization of fly ash. Keywords: Clayey soils, river sand, fly ash, UCS and permeability.
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.
Muck Disposal and Rehabilitation of Disposal Sites: A ReviewRSIS International
Â
During the construction of dam, large quantity of
muck has been generated from different structure, from which
only small quantity of muck has been used and balance have to
be dispose off. In order to reduce the quantity of muck excavated
can be possible by improving in the blasting process such as
change in the parameter of blasting from which less amount of
muck will generate and fragmentation is of desire size, so it can
be directly use as aggregate and very less amount of muck have
to dispose. Disposed quantity of muck may alter the water
quality due to erosion from the site, vegetation at the site will
control the erosion. It can be quite useful for taking various
priority based mitigating measures such improved blasting,
management for control quantity of muck generation as well as
different biotechnical measures for controlling the soil erosion
and made the site useful by growing vegetable and grain on the
site which considered only a waste land during disposal process.
Bio-enzyme is a natural, non toxic, non flammable, non-corrosive liquid enzyme formulation fermented
from vegetable extracts that improves the engineering qualities of soil, facilitates higher soil compaction densities
and increases stability. Enzyme catalyze the reactions between the clay and the organic cat-ions and accelerate the
cat-ionic exchange process to reduce adsorbed layer thickness. For other types of chemical stabilization,
chemicals are mixed with soil, which is difficult to mix thoroughly, but bio-enzyme is easy to use as it can be
mixed with water at optimum moisture content and then it is sprayed over soil and compacted. Recently many
Bio-enzymes have emerged as cost effective stabilizers for soil stabilization. One such bio-enzyme, Terrazyme,
has been used in the present work to study its effect on the CBR value of the Black Cotton soil. The tests
conducted in this project are specific gravity, plastic limit, liquid limit, CBR and standard proctor test. In this
project, local soil was mixed with Terrazyme with different dosages i.e. 0.25 ml per 100 ml of water, 0.50 ml per
100 ml of water, 0.75 ml per 100 ml of water, and 1 ml per 100 ml of water was mixed subjected to various tests
as mentioned. All the testing programs have given optimum value at 0.5 ml terrazyme per 100ml of water. The
pavement thickness values reduced by improving the sub grade strength (CBR value).The cost analysis done for
this project by using CBR values of the experiments with the reference of pavement design catalogue MORD
specification table. The pavement construction value is reduced 30% of the total cost with the help of my
laboratory testing results.
The International Journal of Engineering and Science (The IJES)theijes
Â
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
The papers for publication in The International Journal of Engineering& Science are selected through rigorous peer reviews to ensure originality, timeliness, relevance, and readability
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
Effect of Sodium Sulphate on the Index Properties and Compaction Behaviour of...IOSR Journals
Â
Abstract: This paper presents the effect of abundantly available fly ash, on the index properties namely liquid
and plastic limit and compaction characteristics of shedi soil. Shedi soil is a problematic soil that lies between
top low level laterite and bottom high level laterites in the western coastal area of Karnataka, India. The effect
of sodium salts on this shedi soil optimized with Neyveli Fly ash has also been studied. Considerable changes in
the index properties and compaction characteristics were observed which are explained based on series of
experimental results. Addition of Neyveli fly ash improved the workability of shedi soil considerably. The
addition of sodium sulphate to the optimum combination of shedi soil-Neyveli fly ash mixture increases the
shear strength of the mixture. The maximum dry density also found increased with the addition of sodium
sulphate.
Keywords - Compaction, Laterite, Maximum Dry Density, Neyveli Fly ash
To Study the Effect of Use of Geosynthetics Fibres in Sub grade Soilijtsrd
Â
Reinforcements and separation are the two functions of Geosynthetics in which pavement system is used in geogrids. The apertures are used in the products of geogrids.These products are mostly in large size and due to this,they are not used for getting separation of different materials. Gradation has main function to separate two different materials. Still, in theoretically geogrids can also give some separation mathods, but in a limited amount. In pavements, geogrids used separation method which is a secondary function or we can say it is use for some sepration of different materials and in reinforcement, geogrids used the primary function in pavements and geogrid used to improve the mechanically properties of engineering like M25 Grade Concrete. The reinforcement mechanisms associated withgeogrids. Er. Kapil Soni | Er. Sunil Kumar | Er. Vikram "To Study the Effect of Use of Geosynthetics Fibres in Sub grade Soil" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd26479.pdfPaper URL: https://www.ijtsrd.com/engineering/civil-engineering/26479/to-study-the-effect-of-use-of-geosynthetics-fibres-in-sub-grade-soil/er-kapil-soni
Performance of Crusher Dust in High Plastic Gravel Soils As Road Construction...IOSR Journals
Â
The performance of Flexible Pavement depends on the functions of the component layers especially Sub-base layers. Generally Sub-base layers are made up of natural soils like Gravels. Frequently gravel soils composed of high amount of fines which causes plasticity characteristics with adsorption of moisture under heavy loads and repeated traffic. Excess deformation leading several failure which require huge investment of money for their repairs. To reduce the excess deformation of the gravel soils and to increase the life period of the pavement there is a need to arrest their plastic characteristics and stabilization is one such techniques to improve the gravel soils by addition of industrial wastes. In this connection Crusher Dust has been selected as a Stabilizer to improve their qualities. Various percentage of Crusher Dust was added to gravel soil and tests like Plasticity, Compaction and Strength tests were conducted. By the addition of Crusher Dust Plasticity Characteristics were reduced and CBR values were improved. Addition of 25% of Crusher Dust make the mixes low-plastic and 35% of Crusher Dust make the mixes non-plastic, where high CBR values attained. Hence from the test results it is identified that addition of 25%-35% of Crusher Dust make the gravel soils meet the specification of MORTH as a sub-base material.
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.
Modification of clayey soil using fly asheSAT Journals
Â
Abstract Soil modification refers to the process of enhancing physical, chemical and mechanical properties of soil to maintain its stability. In this research, an attempt has been made to improve the engineering properties of locally available clayey soil by making a composite mix with waste river sand and fly ash in appropriate proportions. A series of proctor compaction tests, unconfined compressive strength (UCS) tests and falling head permeability tests were carried out. It was revealed that both strength and permeability characteristics of clayey soil improve on addition of local sand and fly ash. Thus, a suitable mix proportion of clayey soil-sand-fly ash for various geotechnical applications like construction of embankments, low cost rural roads etc. can be obtained. The main objective of this research work is to obtain an improved construction material by making the best use of available clayey soil & sand and to make the effective utilization of fly ash. Keywords: Clayey soils, river sand, fly ash, UCS and permeability.
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.
Muck Disposal and Rehabilitation of Disposal Sites: A ReviewRSIS International
Â
During the construction of dam, large quantity of
muck has been generated from different structure, from which
only small quantity of muck has been used and balance have to
be dispose off. In order to reduce the quantity of muck excavated
can be possible by improving in the blasting process such as
change in the parameter of blasting from which less amount of
muck will generate and fragmentation is of desire size, so it can
be directly use as aggregate and very less amount of muck have
to dispose. Disposed quantity of muck may alter the water
quality due to erosion from the site, vegetation at the site will
control the erosion. It can be quite useful for taking various
priority based mitigating measures such improved blasting,
management for control quantity of muck generation as well as
different biotechnical measures for controlling the soil erosion
and made the site useful by growing vegetable and grain on the
site which considered only a waste land during disposal process.
Bio-enzyme is a natural, non toxic, non flammable, non-corrosive liquid enzyme formulation fermented
from vegetable extracts that improves the engineering qualities of soil, facilitates higher soil compaction densities
and increases stability. Enzyme catalyze the reactions between the clay and the organic cat-ions and accelerate the
cat-ionic exchange process to reduce adsorbed layer thickness. For other types of chemical stabilization,
chemicals are mixed with soil, which is difficult to mix thoroughly, but bio-enzyme is easy to use as it can be
mixed with water at optimum moisture content and then it is sprayed over soil and compacted. Recently many
Bio-enzymes have emerged as cost effective stabilizers for soil stabilization. One such bio-enzyme, Terrazyme,
has been used in the present work to study its effect on the CBR value of the Black Cotton soil. The tests
conducted in this project are specific gravity, plastic limit, liquid limit, CBR and standard proctor test. In this
project, local soil was mixed with Terrazyme with different dosages i.e. 0.25 ml per 100 ml of water, 0.50 ml per
100 ml of water, 0.75 ml per 100 ml of water, and 1 ml per 100 ml of water was mixed subjected to various tests
as mentioned. All the testing programs have given optimum value at 0.5 ml terrazyme per 100ml of water. The
pavement thickness values reduced by improving the sub grade strength (CBR value).The cost analysis done for
this project by using CBR values of the experiments with the reference of pavement design catalogue MORD
specification table. The pavement construction value is reduced 30% of the total cost with the help of my
laboratory testing results.
The International Journal of Engineering and Science (The IJES)theijes
Â
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
The papers for publication in The International Journal of Engineering& Science are selected through rigorous peer reviews to ensure originality, timeliness, relevance, and readability
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
Effect of Sodium Sulphate on the Index Properties and Compaction Behaviour of...IOSR Journals
Â
Abstract: This paper presents the effect of abundantly available fly ash, on the index properties namely liquid
and plastic limit and compaction characteristics of shedi soil. Shedi soil is a problematic soil that lies between
top low level laterite and bottom high level laterites in the western coastal area of Karnataka, India. The effect
of sodium salts on this shedi soil optimized with Neyveli Fly ash has also been studied. Considerable changes in
the index properties and compaction characteristics were observed which are explained based on series of
experimental results. Addition of Neyveli fly ash improved the workability of shedi soil considerably. The
addition of sodium sulphate to the optimum combination of shedi soil-Neyveli fly ash mixture increases the
shear strength of the mixture. The maximum dry density also found increased with the addition of sodium
sulphate.
Keywords - Compaction, Laterite, Maximum Dry Density, Neyveli Fly ash
To Study the Effect of Use of Geosynthetics Fibres in Sub grade Soilijtsrd
Â
Reinforcements and separation are the two functions of Geosynthetics in which pavement system is used in geogrids. The apertures are used in the products of geogrids.These products are mostly in large size and due to this,they are not used for getting separation of different materials. Gradation has main function to separate two different materials. Still, in theoretically geogrids can also give some separation mathods, but in a limited amount. In pavements, geogrids used separation method which is a secondary function or we can say it is use for some sepration of different materials and in reinforcement, geogrids used the primary function in pavements and geogrid used to improve the mechanically properties of engineering like M25 Grade Concrete. The reinforcement mechanisms associated withgeogrids. Er. Kapil Soni | Er. Sunil Kumar | Er. Vikram "To Study the Effect of Use of Geosynthetics Fibres in Sub grade Soil" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd26479.pdfPaper URL: https://www.ijtsrd.com/engineering/civil-engineering/26479/to-study-the-effect-of-use-of-geosynthetics-fibres-in-sub-grade-soil/er-kapil-soni
Performance of Crusher Dust in High Plastic Gravel Soils As Road Construction...IOSR Journals
Â
The performance of Flexible Pavement depends on the functions of the component layers especially Sub-base layers. Generally Sub-base layers are made up of natural soils like Gravels. Frequently gravel soils composed of high amount of fines which causes plasticity characteristics with adsorption of moisture under heavy loads and repeated traffic. Excess deformation leading several failure which require huge investment of money for their repairs. To reduce the excess deformation of the gravel soils and to increase the life period of the pavement there is a need to arrest their plastic characteristics and stabilization is one such techniques to improve the gravel soils by addition of industrial wastes. In this connection Crusher Dust has been selected as a Stabilizer to improve their qualities. Various percentage of Crusher Dust was added to gravel soil and tests like Plasticity, Compaction and Strength tests were conducted. By the addition of Crusher Dust Plasticity Characteristics were reduced and CBR values were improved. Addition of 25% of Crusher Dust make the mixes low-plastic and 35% of Crusher Dust make the mixes non-plastic, where high CBR values attained. Hence from the test results it is identified that addition of 25%-35% of Crusher Dust make the gravel soils meet the specification of MORTH as a sub-base material.
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.
A Study on Fire Detection System using Statistic Color ModelIOSR Journals
Â
Abstract: Normally fire detection system uses the heuristic fixed threshold values in their specific methods. However, input images may be changed, in general, so the heuristic fixed threshold values used in the fire detection systems might be modified on a case by case basis. In this paper, an automatic fire detection system without the heuristic fixed threshold values was studied. We presented an automatic method using the statistical color model and the binary background mask. We did the experiment using 600 frames from 6 typical different fire video clips. As the experimental results the proposed method showed a good performance of about average 85% detection rate without false positive, compared with the other methods with the heuristic fixed threshold values. Keywords: Emperical value,Fire detection,RGB,threshold,sensors
Effects of Eccentric Strength Training’s Time on Daily Plasma Testosterone Le...IOSR Journals
Â
This study aims to evaluate the effects of the eccentric physical training’s time on daily plasma concentrations of testosterone among sedentary athletes. Sixty male athletes, with homogeneous age, size and weight were selected for the study during three months. They were subjects to a strength training of the extensor and flexor muscles of the knee. After they were divided in two groups of thirty subjects and then had physical training either in the morning between 6 and 7, or in the evening, between 16 and 17. The dosage of testosterone on each athlete was performed before and after submission to an eccentric physical program at the antecubital vein in a restful sitting. Our results have shown that eccentric physical training induces the increase of this steroid hormone in the two groups of athletes and the training in the evening promotes better its production. Our results also showed that the rate of this androgen drop significantly during the day in both groups of athletes trained in the morning or in the evening as well as their respective controls. However, the decline was even more pronounced for subjects trained in the morning
Antimicrobial Screening of Vanga Vennai and Mathan Thailam for Diabetic Foot ...IOSR Journals
Â
Siddha medicine is one of the ancient traditional science which is specialized in external medicines (Pura marunthukal). Diabetic patients develop foot ulcers as a major complication of Diabetes mellitus due to high susceptibility to infection which often leads to amputation. Diabetic foot infection is a combination of both aerobic and anaerobic organisms. Thus there is a need for effective and selective treatment strategies. This article focuses on antimicrobial screening of Vanga vennai (VV), Mathan Thailam (MT) and combination of both (VV+MT) which are the classical Siddha preparations. The methodology involved in the study is Agar well dilution method for anti microbial activity. Thus it paves a new way in treating infections of Diabetic foot ulcers. This preliminary study reveals these Siddha formulations as an effective therapeutic strategy for the management of Diabetic foot ulcer.
Educational Process Mining-Different PerspectivesIOSR Journals
Â
Process mining methods have in recent years enabled the development of more sophisticated Process
models which represent and detect a broader range of student behaviors than was previously possible. This
paper summarizes key Process mining perspectives that have supported student modeling efforts, discussing
also the specific constructs that have been modeled with the use of educational process mining and key
upcoming directions that are needed for educational process mining research to reach its full potential. Process
mining aims to discover, monitor and improve real processes by extracting knowledge from event logs readily
available in today’s information systems. This paper is designed to give a view on the capabilities of process
mining techniques in the context of higher education system which involves and deals with administrative and
academic tasks like enrolment of students in a particular case, alienation of traditional classroom teaching
model, detection of unfair means used in online examination, detection of abnormal values in the result sheet of
students, prediction about students performance, identify the drop outs, and students who need special attention
and allow the teacher to provide appropriate advising /counseling and so on.
IOSR Journal of Humanities and Social Science is an International Journal edited by International Organization of Scientific Research (IOSR).The Journal provides a common forum where all aspects of humanities and social sciences are presented. IOSR-JHSS publishes original papers, review papers, conceptual framework, analytical and simulation models, case studies, empirical research, technical notes etc.
Nasal Parameters of Ibibio and Yakurr Ethnic Groups of South South NigeriaIOSR Journals
Â
The study involved 400 subjects, 200 each of the two ethnic groups(100 males and 100 females). The age range was 18-35years. Subjects with facial deformities or surgeries that involved the nasal region were excluded from the study. Subjects that have both parents and grandparents of each ethnic group and who have lived in that environment for at least the first 18years of their lifetime were selected for the study. The nasal length and width were measured using spreading calipers and nasal indices deducted from these measurements. Test for significance was done using the students’ t-test. Results showed the nasal indices of the Ibibio males and females to be 86.58±1.20 and 81.75±1.14 respectively and for the Yakurr males and females, it was 77.76±0.82 and 102.27±1.13 respectively. There was significant ethnic and gender differences in all the nasal parameters (nasal length, nasal width and nasal indices) at p<0.05. From the nasal indices the nose type of the Ibibio males is platyrrhine while that of the Ibibio females is mesorrhine, the Yakurr males also have mesorrhine nose type while the Yakurr females have platyrrhine nose type. With this result, nasal parameters could be a useful tool in gender and ethnic differentiation between the Ibibio and Yakurr ethnic groups.
IOSR Journal of Applied Physics (IOSR-JAP) is an open access international journal that provides rapid publication (within a month) of articles in all areas of physics and its applications. The journal welcomes publications of high quality papers on theoretical developments and practical applications in applied physics. Original research papers, state-of-the-art reviews, and high quality technical notes are invited for publications.
Stabilization of Natural Soil with Sand and CementIJSRD
Â
In western Madhya Pradesh generally black cotton soil is found, Black cotton soil is exceptionally feeble and does not have enough steadiness for a development work. On pavement, subgrade layer is the base most layer basic the base form or surface form. To prepare the subgrade soil stable, by enhancing its building properties is extremely rudimentary. In the present study, an adjustment of subgrade soil by using sand and cement i.e. varying the rate of sand and consistent rate of cement by weight of soil is applied to improve the strength of subgrade soil. The grounds for this field is to determine the ideal measurement of the stabilizer, which heightens the effectiveness of soil. Which will be suited for pavement construction. To assess the strength of soil, different test has been performed on the soil. It has been noticed that sand and cement increases the effectiveness of the land.
Study on Stabilization of Expansive Soil by using Marble Dust with Sisal Fiberijtsrd
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Soil is very important in civil engineering constructions. The poor engineering properties of the local soils may present many difficulties for construction and therefore need to improve their engineering properties. Stabilization techniques can be used to improve the properties of soil. Soil stabilization improves various engineering properties e.g. bearing capacity, compressibility, strength, and various other properties of soil. In this study the impact of Marble Dust to improve the strength of soil.The effect of varying percentage of marble dust with sisal fiber on properties of Expansive Soil. Nilesh Madhukarrao Belorkar | Prof. Afzal Khan "Study on Stabilization of Expansive Soil by using Marble Dust with Sisal Fiber" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-4 , June 2022, URL: https://www.ijtsrd.com/papers/ijtsrd50161.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/50161/study-on-stabilization-of-expansive-soil-by-using-marble-dust-with-sisal-fiber/nilesh-madhukarrao-belorkar
A Study on Stabilization of Black Cotton Soil by Use of Fly Ash, Ferric Chlor...inventy
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Research Inventy : International Journal of Engineering and Science is published by the group of young academic and industrial researchers with 12 Issues per year. It is an online as well as print version open access journal that provides rapid publication (monthly) of articles in all areas of the subject such as: civil, mechanical, chemical, electronic and computer engineering as well as production and information technology. The Journal welcomes the submission of manuscripts that meet the general criteria of significance and scientific excellence. Papers will be published by rapid process within 20 days after acceptance and peer review process takes only 7 days. All articles published in Research Inventy will be peer-reviewed.
Soil is the foundation material which supports loads from the overlying structure. Soil is the most widely used material in a highway system, either in its natural form or in a processed form. Also, all pavement structures eventually rest on soil foundation. The construction cost can be considerably decreased by selecting local materials including local soils for the construction of the lower layers of the pavement such as the sub-base course. The present study is aims to design of
pavement thickness for both unstabilized and stone dust stabilized soil.
Performance evaluation of locally available soil mixed with Fly ash and rando...IOSR Journals
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In India, transportation is mainly by roads. Very small villages, remote areas and hilly areas can be accessed only by roads. Hence considerable attention is required towards the widening of roads, their stability and periodic repair works. Most state highways in the central part of India have problems of foundation due to presence of highly compressible clayey soils like black cotton soil. Black cotton soil is an expansive soil, which swells or shrinks excessively due to change in moisture content. When black cotton soil is associated with an engineering structure, it experiences either settlement or heave depending on the stress level and the soil swelling pressure. Design and construction of civil engineering structures on and with expansive soils is a challenging task for engineers. The present work is aimed to assess the improvement in the strength and stability characteristics in soft Subgrade soil by using the fly ash for the stabilization and then Nylon fibre as reinforcing material. Randomly distributed fibre reinforced soil (RDFRS) technique is used to prepare the reinforced soil samples. In RDFRS technique the mixing of reinforcement in the soil is very easy and no special skill is required. The reinforcement is added by percentage of the weight of the soil sample and by following certain aspect ratio i.e., length/diameter (L/D) ratio. Attempt is made to determine optimum combination of fly ash and fiber content for maximum gain in strength.
A Study on the Performance of Crusher Dust In Place Of Sand and Red Soil as A...IOSR Journals
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Crusher dust as a geotechnical material for its bulk utilization in construction activities and to assess
its performance tests like compaction, strength have been performed to suit as a fill and sub-grade material in
place of sand and natural soil. Parameters like density, angle of shearing resistance, CBR, drainage, etc., were
performed. From the test results it was identified that crusher dust achieved higher densities and maintained
high shearing resistance value with wider variation of moisture contents. By attaining high CBR, strength,
drainage as that of sand, crusher dust can be used as an alternative material in geotechnical activities.
Replacement of Fine Aggregate with Local available SoilIJERD Editor
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Cement, sand and aggregate are basic needs for any construction industry. Sand is a prime material
used for preparation of mortar and concrete and which plays a major role in mix design. Now a day’s erosion of
rivers and considering environmental issues, there is a scarcity of river sand. The non-availability or shortage of
river sand will affect the construction industry; hence there is a need to find the new alternative material to
replace the river sand, such that excess river erosion and harm to environment is prevented. Many researchers
are finding different materials to replace sand and one of the major materials is local available soil. Using
different proportion of this available soil along with sand the required concrete mix can be obtained. This paper
presents a review on the study of replacement of fine aggregate with local available soil with different
percentages (10%,20%,30%,40%,50% & 60%). Of all the trail mixes, the optimum replacement of soil with
sand was found to be 30%.
Experimental Study on Properties of Black Cotton Soil Mixed Stone Dust and Si...ijtsrd
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Experimental Studies were conducted to see the effects on strength behavior of Black cotton soil using stone dust and Sisal fiber. In this study, the stabilizing effect of sisal Fiber Natural Fiber on soil properties. Keeping this in view an experimental study is conducted on locally available i.e. expensive soil mixed with varying percentage of Stone dust and Sisal fiber. Soil samples for California bearing ratio CBR tests are prepared at its maximum dry density MDD corresponding to its optimum moisture content OMC in the CBR mould without and with sisal fiber. Tests result indicates that both unsoaked and soaked CBR value of soil increases with the increase. Soaked CBR value increases from 3.97 to 9.75 and un soaked CBR value increases from 8.1 to 40.7 of soil mixed with stone dust and sisal fiber. Due to sisal fiber reinforcement CBR is increased resulting lesser thickness of pavements are used in construction works. Soil becomes ductile in nature. This is because of composite effect of sisal fibre Natural Fibre changes the brittle behavior of the soil to ductile behavior. Wankhade Ashutosh Purushottam | Pratiksha Malviya ""Experimental Study on Properties of Black Cotton Soil Mixed Stone Dust & Sisal Fiber"" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-3 , April 2019, URL: https://www.ijtsrd.com/papers/ijtsrd23536.pdf
Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/23536/experimental-study-on-properties-of-black-cotton-soil-mixed-stone-dust-and-sisal-fiber/wankhade-ashutosh-purushottam
EXPERIMENTAL STUDY ON THE PHYSICAL PROPERTIES OF MUD MORTAR IN COMPARISON WIT...civej
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Mud is a versatile material which finds application in construction industry as mud blocks for wall
construction, mud mortar for binding and plastering and as tiles for flooring and roofing. It is universally
accepted as an environment friendly and user friendly material for construction from time immemorial. The
state of Kerala, where nature imprints its heritage witnessed numerous mud constructions in the form of
traditional buildings, ancient palaces and monumental buildings irrespective of the size of the buildings
and status of the owners. Yet its utilization as a construction material has come down drastically over a
past few decades with the advent of cement and concrete. In a state like Kerala, where there is ample
scope for procuring mud, it is high time that its potential as building material has been fully utilized. The
potential of mud as a sustainable building material has been overviewed by the same authors in the first
phase of investigation. As the second phase experimental work was conducted to compare the properties of
mud mortar with conventional mortars so as to check the feasibility of using mud as mortar. The effect of
stabilizers such as cow dung, cement and lime on raw mud has been studied in this paper. This paper also
checks the effect of fibres on the durability of reinforced mud mortar.
UiPath Test Automation using UiPath Test Suite series, part 4DianaGray10
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Welcome to UiPath Test Automation using UiPath Test Suite series part 4. In this session, we will cover Test Manager overview along with SAP heatmap.
The UiPath Test Manager overview with SAP heatmap webinar offers a concise yet comprehensive exploration of the role of a Test Manager within SAP environments, coupled with the utilization of heatmaps for effective testing strategies.
Participants will gain insights into the responsibilities, challenges, and best practices associated with test management in SAP projects. Additionally, the webinar delves into the significance of heatmaps as a visual aid for identifying testing priorities, areas of risk, and resource allocation within SAP landscapes. Through this session, attendees can expect to enhance their understanding of test management principles while learning practical approaches to optimize testing processes in SAP environments using heatmap visualization techniques
What will you get from this session?
1. Insights into SAP testing best practices
2. Heatmap utilization for testing
3. Optimization of testing processes
4. Demo
Topics covered:
Execution from the test manager
Orchestrator execution result
Defect reporting
SAP heatmap example with demo
Speaker:
Deepak Rai, Automation Practice Lead, Boundaryless Group and UiPath MVP
DevOps and Testing slides at DASA ConnectKari Kakkonen
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My and Rik Marselis slides at 30.5.2024 DASA Connect conference. We discuss about what is testing, then what is agile testing and finally what is Testing in DevOps. Finally we had lovely workshop with the participants trying to find out different ways to think about quality and testing in different parts of the DevOps infinity loop.
Epistemic Interaction - tuning interfaces to provide information for AI supportAlan Dix
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Paper presented at SYNERGY workshop at AVI 2024, Genoa, Italy. 3rd June 2024
https://alandix.com/academic/papers/synergy2024-epistemic/
As machine learning integrates deeper into human-computer interactions, the concept of epistemic interaction emerges, aiming to refine these interactions to enhance system adaptability. This approach encourages minor, intentional adjustments in user behaviour to enrich the data available for system learning. This paper introduces epistemic interaction within the context of human-system communication, illustrating how deliberate interaction design can improve system understanding and adaptation. Through concrete examples, we demonstrate the potential of epistemic interaction to significantly advance human-computer interaction by leveraging intuitive human communication strategies to inform system design and functionality, offering a novel pathway for enriching user-system engagements.
Essentials of Automations: Optimizing FME Workflows with ParametersSafe Software
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Are you looking to streamline your workflows and boost your projects’ efficiency? Do you find yourself searching for ways to add flexibility and control over your FME workflows? If so, you’re in the right place.
Join us for an insightful dive into the world of FME parameters, a critical element in optimizing workflow efficiency. This webinar marks the beginning of our three-part “Essentials of Automation” series. This first webinar is designed to equip you with the knowledge and skills to utilize parameters effectively: enhancing the flexibility, maintainability, and user control of your FME projects.
Here’s what you’ll gain:
- Essentials of FME Parameters: Understand the pivotal role of parameters, including Reader/Writer, Transformer, User, and FME Flow categories. Discover how they are the key to unlocking automation and optimization within your workflows.
- Practical Applications in FME Form: Delve into key user parameter types including choice, connections, and file URLs. Allow users to control how a workflow runs, making your workflows more reusable. Learn to import values and deliver the best user experience for your workflows while enhancing accuracy.
- Optimization Strategies in FME Flow: Explore the creation and strategic deployment of parameters in FME Flow, including the use of deployment and geometry parameters, to maximize workflow efficiency.
- Pro Tips for Success: Gain insights on parameterizing connections and leveraging new features like Conditional Visibility for clarity and simplicity.
We’ll wrap up with a glimpse into future webinars, followed by a Q&A session to address your specific questions surrounding this topic.
Don’t miss this opportunity to elevate your FME expertise and drive your projects to new heights of efficiency.
PHP Frameworks: I want to break free (IPC Berlin 2024)Ralf Eggert
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In this presentation, we examine the challenges and limitations of relying too heavily on PHP frameworks in web development. We discuss the history of PHP and its frameworks to understand how this dependence has evolved. The focus will be on providing concrete tips and strategies to reduce reliance on these frameworks, based on real-world examples and practical considerations. The goal is to equip developers with the skills and knowledge to create more flexible and future-proof web applications. We'll explore the importance of maintaining autonomy in a rapidly changing tech landscape and how to make informed decisions in PHP development.
This talk is aimed at encouraging a more independent approach to using PHP frameworks, moving towards a more flexible and future-proof approach to PHP development.
State of ICS and IoT Cyber Threat Landscape Report 2024 previewPrayukth K V
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The IoT and OT threat landscape report has been prepared by the Threat Research Team at Sectrio using data from Sectrio, cyber threat intelligence farming facilities spread across over 85 cities around the world. In addition, Sectrio also runs AI-based advanced threat and payload engagement facilities that serve as sinks to attract and engage sophisticated threat actors, and newer malware including new variants and latent threats that are at an earlier stage of development.
The latest edition of the OT/ICS and IoT security Threat Landscape Report 2024 also covers:
State of global ICS asset and network exposure
Sectoral targets and attacks as well as the cost of ransom
Global APT activity, AI usage, actor and tactic profiles, and implications
Rise in volumes of AI-powered cyberattacks
Major cyber events in 2024
Malware and malicious payload trends
Cyberattack types and targets
Vulnerability exploit attempts on CVEs
Attacks on counties – USA
Expansion of bot farms – how, where, and why
In-depth analysis of the cyber threat landscape across North America, South America, Europe, APAC, and the Middle East
Why are attacks on smart factories rising?
Cyber risk predictions
Axis of attacks – Europe
Systemic attacks in the Middle East
Download the full report from here:
https://sectrio.com/resources/ot-threat-landscape-reports/sectrio-releases-ot-ics-and-iot-security-threat-landscape-report-2024/
Key Trends Shaping the Future of Infrastructure.pdfCheryl Hung
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Keynote at DIGIT West Expo, Glasgow on 29 May 2024.
Cheryl Hung, ochery.com
Sr Director, Infrastructure Ecosystem, Arm.
The key trends across hardware, cloud and open-source; exploring how these areas are likely to mature and develop over the short and long-term, and then considering how organisations can position themselves to adapt and thrive.
Software Delivery At the Speed of AI: Inflectra Invests In AI-Powered QualityInflectra
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In this insightful webinar, Inflectra explores how artificial intelligence (AI) is transforming software development and testing. Discover how AI-powered tools are revolutionizing every stage of the software development lifecycle (SDLC), from design and prototyping to testing, deployment, and monitoring.
Learn about:
• The Future of Testing: How AI is shifting testing towards verification, analysis, and higher-level skills, while reducing repetitive tasks.
• Test Automation: How AI-powered test case generation, optimization, and self-healing tests are making testing more efficient and effective.
• Visual Testing: Explore the emerging capabilities of AI in visual testing and how it's set to revolutionize UI verification.
• Inflectra's AI Solutions: See demonstrations of Inflectra's cutting-edge AI tools like the ChatGPT plugin and Azure Open AI platform, designed to streamline your testing process.
Whether you're a developer, tester, or QA professional, this webinar will give you valuable insights into how AI is shaping the future of software delivery.
Neuro-symbolic is not enough, we need neuro-*semantic*Frank van Harmelen
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Neuro-symbolic (NeSy) AI is on the rise. However, simply machine learning on just any symbolic structure is not sufficient to really harvest the gains of NeSy. These will only be gained when the symbolic structures have an actual semantics. I give an operational definition of semantics as “predictable inference”.
All of this illustrated with link prediction over knowledge graphs, but the argument is general.
"Impact of front-end architecture on development cost", Viktor TurskyiFwdays
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I have heard many times that architecture is not important for the front-end. Also, many times I have seen how developers implement features on the front-end just following the standard rules for a framework and think that this is enough to successfully launch the project, and then the project fails. How to prevent this and what approach to choose? I have launched dozens of complex projects and during the talk we will analyze which approaches have worked for me and which have not.
GDG Cloud Southlake #33: Boule & Rebala: Effective AppSec in SDLC using Deplo...James Anderson
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Effective Application Security in Software Delivery lifecycle using Deployment Firewall and DBOM
The modern software delivery process (or the CI/CD process) includes many tools, distributed teams, open-source code, and cloud platforms. Constant focus on speed to release software to market, along with the traditional slow and manual security checks has caused gaps in continuous security as an important piece in the software supply chain. Today organizations feel more susceptible to external and internal cyber threats due to the vast attack surface in their applications supply chain and the lack of end-to-end governance and risk management.
The software team must secure its software delivery process to avoid vulnerability and security breaches. This needs to be achieved with existing tool chains and without extensive rework of the delivery processes. This talk will present strategies and techniques for providing visibility into the true risk of the existing vulnerabilities, preventing the introduction of security issues in the software, resolving vulnerabilities in production environments quickly, and capturing the deployment bill of materials (DBOM).
Speakers:
Bob Boule
Robert Boule is a technology enthusiast with PASSION for technology and making things work along with a knack for helping others understand how things work. He comes with around 20 years of solution engineering experience in application security, software continuous delivery, and SaaS platforms. He is known for his dynamic presentations in CI/CD and application security integrated in software delivery lifecycle.
Gopinath Rebala
Gopinath Rebala is the CTO of OpsMx, where he has overall responsibility for the machine learning and data processing architectures for Secure Software Delivery. Gopi also has a strong connection with our customers, leading design and architecture for strategic implementations. Gopi is a frequent speaker and well-known leader in continuous delivery and integrating security into software delivery.
Unsubscribed: Combat Subscription Fatigue With a Membership Mentality by Head...
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I012116164
1. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE)
e-ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 12, Issue 1 Ver. I (Jan- Feb. 2015), PP 61-64
www.iosrjournals.org
DOI: 10.9790/1684-12116164 www.iosrjournals.org 61 | Page
Effect of Stone Dust On Some Geotechnical properties Of Soil
Naman Agarwal
M. Tech. student, Department of Civil Engg., G.B. Pant University of Agriculture & Technology, Pantnagar,
India
Abstract: Stone dust is a kind of solid waste material that is generated from stone crushing industry which is
abundantly available. It is estimated that each crusher unit produce 15%-20% stone dust. Disposal of such
wastes poses lots of geoenvironmental problems such as landfill disposal problems, health and environmental
hazards. The best way to eliminate these problems is to make use such waste. Keeping this in view an
experimental study was conducted on locally available soil by mixing it with Stone Dust. The effect of randomly
distributed Stone Dust on MDD, OMC, Specific gravity and CBR has been discussed in this paper. The
percentage of stone dust by dry weight of soil was taken as 10%, 20%, 30%, 40% and 50%.The first series of
compaction, specific gravity and CBR tests were conducted on the soil and the same tests were conducted in the
second series on soil samples mixed with stone dust. Laboratory experiments favorably suggest that mixing
stone dust with soil would be effective in improving soil properties.
Keywords: CBR, MDD, OMC, specific gravity, stone dust
I. Introduction
Disposal of waste is a challenge for all developing countries mainly due to the increasing generation of
waste, the high costs associated to its management and the lack of understanding over a diversity of factors that
affect the different stages of waste management. Stone dust is also a solid waste material that is generated from
stone crushing industry which is abundantly available in India. Soosan et al. (2001) identified that crusher dust
exhibits high shear strength and is beneficial as a geotechnical material. Stone dust is a material that possesses
pozzolanic as well as coarser contents in it while other materials like fly ash possesses only pozzolanic property
and no coarser soil particles.
Significant improvement in the properties of soils is reported by different researchers by mixing it with
stone dust. In this study stone dust by dry weight of soil was taken as 10%, 20%, 30%, 40% and 50% taken and
mixed with the soil so as to examine the effect of mixing on OMC, MDD and CBR properties of soil.
II. Literature Review
Very little information has been published on the engineering properties of stabilised soil using stone
dust. However, many studies are reported on use of stone dust with/without lime and/or fly ash.
Roobhakhshan and Kalantari (2013) conducted consistency limit, standard compaction test,
unconfined compressive test and CBR test and concluded that there is remarkable influence on strength and
CBR value at 1% lime + 6% waste stone powder for CBR and 7% lime + 6% waste stone powder for U.C.S
which are optimum percentage.
Sabat (2012) conducted series of tests and concluded that addition of quarry dust decreases Liquid
limit, Plastic limit, Plasticity index, Optimum moisture content, Cohesion and increases shrinkage limit,
Maximum dry density, Angle of internal friction of expansive soil.
Satyanarayana et al. (2013) conducted plasticity, compaction and strength tests on gravel soil with
various percentage of stone dust and found that by addition of stone dust plasticity characteristics were reduced
and CBR of the mixes improved. Addition of 25-35% of stone dust makes the gravel soil meet the specification
of morth as sub-base material.
Ali and Koranne (2011) presented the results of an experimental programme undertaken to investigate
the effect of stone dust and fly ash mixing in different percentages on expansive soil. They observed that at
optimum percentages, i.e., 20 to 30% of admixture, the swelling of expansive clay is almost controlled and there
is a marked improvement in other properties of the soil as well. It is concluded by them that the combination of
equal proportion of stone dust and fly ash is more effective than the addition of stone dust/fly ash alone to the
expansive soil in controlling the swelling nature.
Bshara et al. (2014) reported the effect of stone dust on geotechnical properties of poor soil and
concluded that the CBR and MDD of poor soils can be improved by mixing stone dust. They also indicated that
the liquid limit, plastic limit, plasticity index and optimum moisture content decrease by adding stone dust
which in turn increases usefulness of soil as highway sub-grade material.
2. Effect of Stone Dust On Some Geotechnical properties Of Soil
DOI: 10.9790/1684-12116164 www.iosrjournals.org 62 | Page
III. Material used
3.1 Soil
The soil for this study was procured from the campus of G.B. Pant University of Agriculture &
Technology, Pantnagar, Uttarakhand, India. The material was extracted from 60cm below the ground surface.
Index properties of the soil were determined as per IS codes and are presented in Table-1. The soil is classified
as CL.
Table 1: Index properties of soil
Property Value
Natural Moisture Content (%) 11.11
Particle Size distribution
Sand (%)
Silt (%)
Clay (%)
23.6
61.4
15
Specific Gravity 2.40
Liquid Limit (%)
Plastic Limit (%)
Plasticity Index (%)
19.5
7.14
12.86
OMC (%)
MDD (g/cm3
)
16.5
1.76
CBR Soaked (%) 1.95
3.2 Stone Dust
Stone dust for this study was purchased from Pal Stone Industry, Halduchaud, Uttarakhand, India.
Index properties of the stone dust were determined as per IS codes and are presented in Table-2.The stone dust
is classified as SP. Stone dust was randomly mixed with soil samples in 10%, 20%, 30%, 40% and 50% of the
dry weight of soil.
Table 2: Index properties of stone dust
Property Value
Natural Moisture Content (%) 9.11
Particle Size distribution
Sand (%)
Silt (%)
97.1
2.9
Specific Gravity 2.76
Liquid Limit (%)
Plastic Limit (%)
Plasticity Index (%)
NP
NP
NP
OMC (%)
MDD (g/cm3
)
11.5
1.97
Angle of internal friction (degree) 35
Cohesion (kN/m2
) 0.07
CBR Soaked (%)
CBR Unsoaked (%)
11.5
26.28
IV. Experimental Programme
In order to determine maximum dry density (MDD) and optimum moisture content (OMC) of
unstabilized and stabilized soils, standard proctor tests were conducted as per IS:2720 (Part VII)-1980. In
present investigation CBR test was determined as per recommendations in IS:2720 (Part 16)-1987 and specific
gravity is determined by using pycnometer method as per IS:2720 (Part III)-1980.
V. Results and Discussion
5.1 Effect of Stone Dust on OMC, MDD
The MDD of soil was found to increase from 1.764 g/cm3
to 1.891 g/cm3
with the increase in percentage of
Stone Dust (Fig.1). On the other hand, OMC of soil decreases to 13.25% from 16.5% with the increase in
percentage of Stone Dust (Fig.2).
3. Effect of Stone Dust On Some Geotechnical properties Of Soil
DOI: 10.9790/1684-12116164 www.iosrjournals.org 63 | Page
Fig.1 Variation of MDD of soil mixing with
Stone Dust.
Fig.2 Variation of OMC of soil mixing with
Stone Dust.
5.2 Effect of Stone Dust on specific gravity
The specific gravity of soil first increases to 2.96 from 2.4 with the increase in percentage of stone dust
from 0% to 30% and subsequently it decreases to 2.82 on further increasing the stone dust content to 50%
(Fig.3).
Fig.3 Variation of specific gravity of soil mixing with Stone Dust
4. Effect of Stone Dust On Some Geotechnical properties Of Soil
DOI: 10.9790/1684-12116164 www.iosrjournals.org 64 | Page
5.3 Effect of Stone Dust on CBR
Fig.4 shows the variation in soaked CBR value with different percentages of stone dust. The CBR of
soil first increases to 2.91 from 1.95 with the increase in percentage of stone dust from 0% to 30% and
subsequently it decreases to 1.94 on further increasing the stone dust content to 50%.
Fig.4 Variation of CBR value of soil mixing with Stone Dust
VI. Conclusion
1. Adding 50% of stone dust is effective in decreasing optimum moisture content of soils which is
advantageous in decreasing quantity of water required during compaction.
2. The study also reveals the fact that with increase in the percentage of stone dust MDD of soil increases.
3. Mixing of soils with stone dust is also found to improve its CBR. Adding only 30% of stone dust is found to
increase the CBR of soil by nearly 50%.
4. There is a great effect on specific gravity of soils on mixing stone dust with them. Adding 30% stone dust is
found to be optimum in case of specific gravity.
References
[1]. Soosan, T.G.; Jose, B.T. and Abraham, B.M. (2001). Use of Crusher dust in embankment and highway construction. Proc. Indian
Geotechnical Conference, December, Indore, 274-277.
[2]. Roobhakhshan, A. and Kalantari, B. (2013). Stabilization of Clayey Soil with Lime and Waste Stone Powder. Int. Journal of
Scientific Research in Knowledge, vol. 1, issue 12, 547-556.
[3]. Sabat, A.K. (2012). A Study on Some Geotechnical Properties of Lime Stabilized Expansive soil-Quarry Dust Mixes. Int. Journal of
Emerging Trends in Engineering and Development, vol.1, issue 2, 42-49.
[4]. Satyanarayana, P.V.V.; Raghu, P.; kumar, R.A. and Pradeep, N. (2013). Performance of Crusher Dust in High Plastic Gravel soils as
road construction material. IOSR Journal of mechanical and civil engineering, vol.10, issue 3, 01-05.
[5]. Ali, M.S. and Koranne, S.S. (2011). Performance Analysis of Expansive soil Treated with Stone Dust and Fly Ash. EJGE, vol.16,
973-982.
[6]. Bshara, A.S.; Bind, Y.K. and Sinha, P.K. (2014). Effect of Stone Dust on Geotechnical properties of Poor soil. Int. Journal of Civil
Engineering and Technology (IJCIET), vol. 5, issue 4, 37-47.