This document summarizes a study on the use of tire rubber powder as a soil stabilizer. The study investigated how adding different percentages of crumb rubber powder (0%, 5%, 10%, 15%) impacted the shear strength and bearing capacity of black cotton soil. Tests were conducted to determine the effect on properties like liquid limit, plastic limit, and California Bearing Ratio (CBR). The results showed that 10% crumb rubber powder increased the CBR value and shear strength the most. Above 10% crumb rubber, the soil strength started to decrease. Therefore, the study concluded that 10% crumb rubber powder provides an effective and economical means to stabilize expansive black cotton soil.
Effects of Shredded Tyre Chips & Fine Rubber Crumbs on the Stabilization of P...Zakaria Yahya
This presentation is a requirement of my course Engineering Research Method ENGG955 while persuing my MS at UOW.
It is a work on Peat soil stabilization. Collectively the PPT, Research report and this video can help future students taking this ERM course.
Youtube video link
https://www.youtube.com/watch?v=p1Zt-ZS03yU&t=4s
Stabilisation of clay subgrade using sawdust Ash and concrete debrisDKarthik SK
This project is done in Highway Research Station,Guindy ,Chennai.
We use concrete debris and sawdust ash as stabilizer for subgrade to increase CBR strength and reduce pavement thickness.
For details contact : skconnectme7@gmail.com
Effects of Shredded Tyre Chips & Fine Rubber Crumbs on the Stabilization of P...Zakaria Yahya
This presentation is a requirement of my course Engineering Research Method ENGG955 while persuing my MS at UOW.
It is a work on Peat soil stabilization. Collectively the PPT, Research report and this video can help future students taking this ERM course.
Youtube video link
https://www.youtube.com/watch?v=p1Zt-ZS03yU&t=4s
Stabilisation of clay subgrade using sawdust Ash and concrete debrisDKarthik SK
This project is done in Highway Research Station,Guindy ,Chennai.
We use concrete debris and sawdust ash as stabilizer for subgrade to increase CBR strength and reduce pavement thickness.
For details contact : skconnectme7@gmail.com
introduction to soil stabilization and introduction to geo textiles and synth...husna004
Stabilization is the process of blending and mixing materials with a soil to improve certain properties of the soil. The process may include the blending of soils to achieve a desired gradation or the mixing of commercially available additives that may alter the gradation, texture or plasticity, or act as a binder for cementation of the soil.
Soil is a peculiar material. Some waste materials such Fly Ash, rice husk ash, pond ash may use to
make the soil to be stable. Addition of such materials will increase the physical as well as chemical properties of
the soil. Some expecting properties to be improved are CBR value, shear strength, liquidity index, plasticity
index, unconfined compressive strength and bearing capacity etc. The objective of this study was to evaluate the
effect of Fly Ash derived from combustion of sub-bituminous coal at electric power plants in stabilization of soft
fine-grained red soils. California bearing ratio (CBR) and other strength property tests were conducted on soil.
The soil is in range of plasticity, with plasticity indices ranging between 25 and 30. Tests were conducted on
soils and soil–Fly Ash mixtures prepared at optimum water content of 9% .Addition of Fly Ash resulted in
appreciable increases in the CBR of the soil. For water contents 9% wet of optimum, CBRs of the soils are
found in varying percentage such that 3,5,6and 9.We will found optimum CBR value of the soil is 6%.Increment
of CBR value is used to reduce the thickness of the pavement. And increasing the bearing capacity of soil.
Stabilization of soft soil with granulated blast furnace slag and fly asheSAT Publishing House
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.
Overview of Soil Stabilization :Cement / Lime :PPTAniket Pateriya
Soil-cement is frequently used as a construction material for pipe bedding, slope protection, and road construction as a sub-base layer reinforcing and protecting the subgrade. It has good compressive and shear strength, but is brittle and has low tensile strength, so it is prone to forming cracks.
Lime can be used to treat soils to varying degrees, depending upon the objective. The least amount of treatment is used to dry and temporarily modify soils. Such treatment produces a working platform for construction or temporary roads. A greater degree of treatment supported by testing, design, and proper construction techniques--produces permanent structural stabilization of soils.
Utilization of Bamboo Fibers for Modification of Black Cotton Soil Propertiesijtsrd
Soil stabilization is the process which involves enhancing the physical properties of the soil in order to improve its strength, durability etc. by blending or mixing with additives. The different types of method used for soil stabilization are Soil stabilization with cement, Soil stabilization with lime, Soil stabilization using bitumen, Chemical stabilization and a new emerging technology of stabilization by Geo textiles and Geo synthetic fibers. In this study, we are making use of bamboo fibers as geo synthetic material for stabilization of soil. With the introduction of bamboo fibers to the soil the CBR values will improve and thickness of pavement layer also gets reduced. It also reduces the intensity of stress on subgrade. Bamboo fibers is such a geosynthetic material which is easily available, ecofriendly and also cost effective. With the application of soil stabilization method in construction the overall cost gets reduced when compared to the ordinary method of construction. The Highway Research Board HRB classification of the soil strata like black cotton soil and sedu soil is done using suitable sampling technique such as Core Cutter Method. To determine the characteristics like Grading by Sieve Analysis, Atterbergs Limits i.e Liquid limit using Cone Penetration Method and Casagrande Method, Plastic limit by rolling the sample to 3mm diameter thread, Shrinkage limit using Shrinkage apparatus, Optimum Moisture Content and Maximum Dry Density using Standard Proctor Test and also California Bearing Ratio by conducting CBR test. The pavement thickness was designed using pavement design catalogues published by IRC SP 20 2002. The estimation for the street is finished by considering the thing, for example, Earthwork Excavation for Roadway and Drains, Jungle Cutting, compacting and reviewing and so forth., according to SR 2016 17, PW, P and IWT circle Andhra Pradesh and proposing of particulars for the blend of Bamboo strands as Geo Synthetic material for adjustment. M. Anvesh Kumar | U. Swathi "Utilization of Bamboo Fibers for Modification of Black Cotton Soil Properties" 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/ijtsrd27831.pdfPaper URL: https://www.ijtsrd.com/engineering/civil-engineering/27831/utilization-of-bamboo-fibers-for-modification-of-black-cotton-soil-properties/m-anvesh-kumar
Soil Stabilization using Fly Ash and Cotton Fiberijtsrd
Mixing of fiber for ground improvement has been practiced for recent years. Many researches has shown the expected results. This paper mainly deals with the ground improvement technique using both Fly Ash and cotton fiber. The combination of them gives a satisfactory value of its practical application. Both Fly Ash and Cotton fiber are treated as waste materials in our country in spite of having its engineering significances. Here all the tests were performed accepting the Fly Ash percent is 10 for maximum bearing capacity of soil. Three types of sample were prepared as per 0.3%, 0.5%, 0.7% of cotton fiber. For instances, it deliberately increases the Dry Density of soil up to 48.05 KN/m3 where as normal unreinforced soil sample gives about 22 KN/m3. The Ultimate bearing capacity increases up to 80.65 Kpa whereas the unreinforced soil sample gives for 35 Kpa. The result of California Bearing Ratio (CBR) test gives desired value (23%) than unreinforced soil (17%). The CBR test is performed only for 0.7% of cotton fiber where maximum stress is found. The most significant part in this study is to show the variation on cotton fiber for ground improvement technique at different ratio. This paper shows the gradual increase in Deviator stress for UCS tests for the increase in the percent of cotton fiber mixing with Fly Ash. This research may meet the need of ground having low strength at important sites. Tonmoy Kumar Brahmachary "Soil Stabilization using Fly Ash and Cotton Fiber " Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-1 | Issue-6 , October 2017, URL: http://www.ijtsrd.com/papers/ijtsrd2493.pdf http://www.ijtsrd.com/engineering/civil-engineering/2493/soil-stabilization-using-fly-ash-and-cotton-fiber-/tonmoy-kumar-brahmachary-
EXPERIMENTAL INVESTIGATION ON CALIFORNIA BEARING RATIO FOR MECHANICALLY STABI...IAEME Publication
Soil stabilization is any process which improves the physical properties of soil, such as increasing shear strength, bearing capacity etc. which can be done by use of controlled compaction or addition of suitable admixtures like cement, lime and waste materials like phosphogypsum,etc. The cost of introducing these additives has also increased in recent yearswhich opened the door widely for the development of other kinds of soil additives such as plastics, bamboo, fly ash etc. This new technique of soil stabilization can be effectively used to meet the challenges of society, to reduce the quantities of waste, producing useful material from non-useful waste materials.
introduction to soil stabilization and introduction to geo textiles and synth...husna004
Stabilization is the process of blending and mixing materials with a soil to improve certain properties of the soil. The process may include the blending of soils to achieve a desired gradation or the mixing of commercially available additives that may alter the gradation, texture or plasticity, or act as a binder for cementation of the soil.
Soil is a peculiar material. Some waste materials such Fly Ash, rice husk ash, pond ash may use to
make the soil to be stable. Addition of such materials will increase the physical as well as chemical properties of
the soil. Some expecting properties to be improved are CBR value, shear strength, liquidity index, plasticity
index, unconfined compressive strength and bearing capacity etc. The objective of this study was to evaluate the
effect of Fly Ash derived from combustion of sub-bituminous coal at electric power plants in stabilization of soft
fine-grained red soils. California bearing ratio (CBR) and other strength property tests were conducted on soil.
The soil is in range of plasticity, with plasticity indices ranging between 25 and 30. Tests were conducted on
soils and soil–Fly Ash mixtures prepared at optimum water content of 9% .Addition of Fly Ash resulted in
appreciable increases in the CBR of the soil. For water contents 9% wet of optimum, CBRs of the soils are
found in varying percentage such that 3,5,6and 9.We will found optimum CBR value of the soil is 6%.Increment
of CBR value is used to reduce the thickness of the pavement. And increasing the bearing capacity of soil.
Stabilization of soft soil with granulated blast furnace slag and fly asheSAT Publishing House
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.
Overview of Soil Stabilization :Cement / Lime :PPTAniket Pateriya
Soil-cement is frequently used as a construction material for pipe bedding, slope protection, and road construction as a sub-base layer reinforcing and protecting the subgrade. It has good compressive and shear strength, but is brittle and has low tensile strength, so it is prone to forming cracks.
Lime can be used to treat soils to varying degrees, depending upon the objective. The least amount of treatment is used to dry and temporarily modify soils. Such treatment produces a working platform for construction or temporary roads. A greater degree of treatment supported by testing, design, and proper construction techniques--produces permanent structural stabilization of soils.
Utilization of Bamboo Fibers for Modification of Black Cotton Soil Propertiesijtsrd
Soil stabilization is the process which involves enhancing the physical properties of the soil in order to improve its strength, durability etc. by blending or mixing with additives. The different types of method used for soil stabilization are Soil stabilization with cement, Soil stabilization with lime, Soil stabilization using bitumen, Chemical stabilization and a new emerging technology of stabilization by Geo textiles and Geo synthetic fibers. In this study, we are making use of bamboo fibers as geo synthetic material for stabilization of soil. With the introduction of bamboo fibers to the soil the CBR values will improve and thickness of pavement layer also gets reduced. It also reduces the intensity of stress on subgrade. Bamboo fibers is such a geosynthetic material which is easily available, ecofriendly and also cost effective. With the application of soil stabilization method in construction the overall cost gets reduced when compared to the ordinary method of construction. The Highway Research Board HRB classification of the soil strata like black cotton soil and sedu soil is done using suitable sampling technique such as Core Cutter Method. To determine the characteristics like Grading by Sieve Analysis, Atterbergs Limits i.e Liquid limit using Cone Penetration Method and Casagrande Method, Plastic limit by rolling the sample to 3mm diameter thread, Shrinkage limit using Shrinkage apparatus, Optimum Moisture Content and Maximum Dry Density using Standard Proctor Test and also California Bearing Ratio by conducting CBR test. The pavement thickness was designed using pavement design catalogues published by IRC SP 20 2002. The estimation for the street is finished by considering the thing, for example, Earthwork Excavation for Roadway and Drains, Jungle Cutting, compacting and reviewing and so forth., according to SR 2016 17, PW, P and IWT circle Andhra Pradesh and proposing of particulars for the blend of Bamboo strands as Geo Synthetic material for adjustment. M. Anvesh Kumar | U. Swathi "Utilization of Bamboo Fibers for Modification of Black Cotton Soil Properties" 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/ijtsrd27831.pdfPaper URL: https://www.ijtsrd.com/engineering/civil-engineering/27831/utilization-of-bamboo-fibers-for-modification-of-black-cotton-soil-properties/m-anvesh-kumar
Soil Stabilization using Fly Ash and Cotton Fiberijtsrd
Mixing of fiber for ground improvement has been practiced for recent years. Many researches has shown the expected results. This paper mainly deals with the ground improvement technique using both Fly Ash and cotton fiber. The combination of them gives a satisfactory value of its practical application. Both Fly Ash and Cotton fiber are treated as waste materials in our country in spite of having its engineering significances. Here all the tests were performed accepting the Fly Ash percent is 10 for maximum bearing capacity of soil. Three types of sample were prepared as per 0.3%, 0.5%, 0.7% of cotton fiber. For instances, it deliberately increases the Dry Density of soil up to 48.05 KN/m3 where as normal unreinforced soil sample gives about 22 KN/m3. The Ultimate bearing capacity increases up to 80.65 Kpa whereas the unreinforced soil sample gives for 35 Kpa. The result of California Bearing Ratio (CBR) test gives desired value (23%) than unreinforced soil (17%). The CBR test is performed only for 0.7% of cotton fiber where maximum stress is found. The most significant part in this study is to show the variation on cotton fiber for ground improvement technique at different ratio. This paper shows the gradual increase in Deviator stress for UCS tests for the increase in the percent of cotton fiber mixing with Fly Ash. This research may meet the need of ground having low strength at important sites. Tonmoy Kumar Brahmachary "Soil Stabilization using Fly Ash and Cotton Fiber " Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-1 | Issue-6 , October 2017, URL: http://www.ijtsrd.com/papers/ijtsrd2493.pdf http://www.ijtsrd.com/engineering/civil-engineering/2493/soil-stabilization-using-fly-ash-and-cotton-fiber-/tonmoy-kumar-brahmachary-
EXPERIMENTAL INVESTIGATION ON CALIFORNIA BEARING RATIO FOR MECHANICALLY STABI...IAEME Publication
Soil stabilization is any process which improves the physical properties of soil, such as increasing shear strength, bearing capacity etc. which can be done by use of controlled compaction or addition of suitable admixtures like cement, lime and waste materials like phosphogypsum,etc. The cost of introducing these additives has also increased in recent yearswhich opened the door widely for the development of other kinds of soil additives such as plastics, bamboo, fly ash etc. This new technique of soil stabilization can be effectively used to meet the challenges of society, to reduce the quantities of waste, producing useful material from non-useful waste materials.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
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.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
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.