Submit Search
Upload
IRJET- Study on Stabilization of Soil using Stone Dust
•
0 likes
•
148 views
IRJET Journal
Follow
https://www.irjet.net/archives/V6/i5/IRJET-V6I5167.pdf
Read less
Read more
Engineering
Report
Share
Report
Share
1 of 14
Download now
Download to read offline
Recommended
Civil final project
Civil final project
Fresher Thinking
Waste material concrete ppt
Waste material concrete ppt
Uday Kakde
Pavements PPT
Pavements PPT
Amol Pawar
Durability of concrete
Durability of concrete
Rajesh Prasad
Fly ash stablization ppt
Fly ash stablization ppt
Vikrant Sharma
Effective utilisation of waste materials on concrete
Effective utilisation of waste materials on concrete
eSAT Journals
CBR Test
CBR Test
Priyansh Singh
Training project report NHAI by Amit Kumar
Training project report NHAI by Amit Kumar
AmitKumar7069
Recommended
Civil final project
Civil final project
Fresher Thinking
Waste material concrete ppt
Waste material concrete ppt
Uday Kakde
Pavements PPT
Pavements PPT
Amol Pawar
Durability of concrete
Durability of concrete
Rajesh Prasad
Fly ash stablization ppt
Fly ash stablization ppt
Vikrant Sharma
Effective utilisation of waste materials on concrete
Effective utilisation of waste materials on concrete
eSAT Journals
CBR Test
CBR Test
Priyansh Singh
Training project report NHAI by Amit Kumar
Training project report NHAI by Amit Kumar
AmitKumar7069
Concrete performance by partially replacing cement
Concrete performance by partially replacing cement
Mr. Lucky
Plastic as a soil stabilizer
Plastic as a soil stabilizer
Shoaib Wani
Soil Nailing
Soil Nailing
Seminar Links
Concrete Mix Design
Concrete Mix Design
kavithamegha
Soil nailing seminar report by ankush choudhury
Soil nailing seminar report by ankush choudhury
Ankush Choudhury
replacement of cement by rice husk ash
replacement of cement by rice husk ash
Rajput Praveer
Different types of pile
Different types of pile
Gaurang Kakadiya
IRC:15-2017 CODE OF PRACTICE FOR CONSTRUCTION OF JOINTED PLAIN CONCRETE PAVEM...
IRC:15-2017 CODE OF PRACTICE FOR CONSTRUCTION OF JOINTED PLAIN CONCRETE PAVEM...
BrahmaV1
Asphalt paver
Asphalt paver
Hashan Gunawardena
Superpavemixdesign
Superpavemixdesign
pradip dangar
Partial replacement of cement with glass powder and egg shell ash in concrete
Partial replacement of cement with glass powder and egg shell ash in concrete
Fresher Thinking
IRJET- Soil Stabilization using Fly Ash
IRJET- Soil Stabilization using Fly Ash
IRJET Journal
Analysis and Design of G+3 shopping complex
Analysis and Design of G+3 shopping complex
Dhananjay Singh
Types of joints in rigid pavement
Types of joints in rigid pavement
Bhavya Jaiswal
hot mix plant
hot mix plant
pradip dangar
over view of coconut shell as coarse aggreagate
over view of coconut shell as coarse aggreagate
MUKUNDA BUSI
REPLACEMENT OF FINE AGGREGATE WITH GLASS POWDER IN HIGH PERFORMANCE CONCRETE
REPLACEMENT OF FINE AGGREGATE WITH GLASS POWDER IN HIGH PERFORMANCE CONCRETE
SaidireddyChakkara
Sustainable concrete
Sustainable concrete
Rathnavel Ponnuswami
Concrete Road Pavement
Concrete Road Pavement
Awinash Tiwari
Flexible Pavement Design
Flexible Pavement Design
Latif Hyder Wadho
Study of Compressive Strength of Concrete by Partially Replacing Fine Aggrega...
Study of Compressive Strength of Concrete by Partially Replacing Fine Aggrega...
IRJET Journal
IRJET- Experimental Investigation on Effect of Sand Content in Pervious Concrete
IRJET- Experimental Investigation on Effect of Sand Content in Pervious Concrete
IRJET Journal
More Related Content
What's hot
Concrete performance by partially replacing cement
Concrete performance by partially replacing cement
Mr. Lucky
Plastic as a soil stabilizer
Plastic as a soil stabilizer
Shoaib Wani
Soil Nailing
Soil Nailing
Seminar Links
Concrete Mix Design
Concrete Mix Design
kavithamegha
Soil nailing seminar report by ankush choudhury
Soil nailing seminar report by ankush choudhury
Ankush Choudhury
replacement of cement by rice husk ash
replacement of cement by rice husk ash
Rajput Praveer
Different types of pile
Different types of pile
Gaurang Kakadiya
IRC:15-2017 CODE OF PRACTICE FOR CONSTRUCTION OF JOINTED PLAIN CONCRETE PAVEM...
IRC:15-2017 CODE OF PRACTICE FOR CONSTRUCTION OF JOINTED PLAIN CONCRETE PAVEM...
BrahmaV1
Asphalt paver
Asphalt paver
Hashan Gunawardena
Superpavemixdesign
Superpavemixdesign
pradip dangar
Partial replacement of cement with glass powder and egg shell ash in concrete
Partial replacement of cement with glass powder and egg shell ash in concrete
Fresher Thinking
IRJET- Soil Stabilization using Fly Ash
IRJET- Soil Stabilization using Fly Ash
IRJET Journal
Analysis and Design of G+3 shopping complex
Analysis and Design of G+3 shopping complex
Dhananjay Singh
Types of joints in rigid pavement
Types of joints in rigid pavement
Bhavya Jaiswal
hot mix plant
hot mix plant
pradip dangar
over view of coconut shell as coarse aggreagate
over view of coconut shell as coarse aggreagate
MUKUNDA BUSI
REPLACEMENT OF FINE AGGREGATE WITH GLASS POWDER IN HIGH PERFORMANCE CONCRETE
REPLACEMENT OF FINE AGGREGATE WITH GLASS POWDER IN HIGH PERFORMANCE CONCRETE
SaidireddyChakkara
Sustainable concrete
Sustainable concrete
Rathnavel Ponnuswami
Concrete Road Pavement
Concrete Road Pavement
Awinash Tiwari
Flexible Pavement Design
Flexible Pavement Design
Latif Hyder Wadho
What's hot
(20)
Concrete performance by partially replacing cement
Concrete performance by partially replacing cement
Plastic as a soil stabilizer
Plastic as a soil stabilizer
Soil Nailing
Soil Nailing
Concrete Mix Design
Concrete Mix Design
Soil nailing seminar report by ankush choudhury
Soil nailing seminar report by ankush choudhury
replacement of cement by rice husk ash
replacement of cement by rice husk ash
Different types of pile
Different types of pile
IRC:15-2017 CODE OF PRACTICE FOR CONSTRUCTION OF JOINTED PLAIN CONCRETE PAVEM...
IRC:15-2017 CODE OF PRACTICE FOR CONSTRUCTION OF JOINTED PLAIN CONCRETE PAVEM...
Asphalt paver
Asphalt paver
Superpavemixdesign
Superpavemixdesign
Partial replacement of cement with glass powder and egg shell ash in concrete
Partial replacement of cement with glass powder and egg shell ash in concrete
IRJET- Soil Stabilization using Fly Ash
IRJET- Soil Stabilization using Fly Ash
Analysis and Design of G+3 shopping complex
Analysis and Design of G+3 shopping complex
Types of joints in rigid pavement
Types of joints in rigid pavement
hot mix plant
hot mix plant
over view of coconut shell as coarse aggreagate
over view of coconut shell as coarse aggreagate
REPLACEMENT OF FINE AGGREGATE WITH GLASS POWDER IN HIGH PERFORMANCE CONCRETE
REPLACEMENT OF FINE AGGREGATE WITH GLASS POWDER IN HIGH PERFORMANCE CONCRETE
Sustainable concrete
Sustainable concrete
Concrete Road Pavement
Concrete Road Pavement
Flexible Pavement Design
Flexible Pavement Design
Similar to IRJET- Study on Stabilization of Soil using Stone Dust
Study of Compressive Strength of Concrete by Partially Replacing Fine Aggrega...
Study of Compressive Strength of Concrete by Partially Replacing Fine Aggrega...
IRJET Journal
IRJET- Experimental Investigation on Effect of Sand Content in Pervious Concrete
IRJET- Experimental Investigation on Effect of Sand Content in Pervious Concrete
IRJET Journal
IRJET- A Review Paper on Experimental Study on Utilization of Marble Dust in ...
IRJET- A Review Paper on Experimental Study on Utilization of Marble Dust in ...
IRJET Journal
Experimental Investigation on Replacement of Sand by Quarry Dust in Concrete-...
Experimental Investigation on Replacement of Sand by Quarry Dust in Concrete-...
IRJET Journal
IRJET- Experimental Study on Use of Ground Granulated Blast Furnace Slag ...
IRJET- Experimental Study on Use of Ground Granulated Blast Furnace Slag ...
IRJET Journal
IRJET- Study on Behaviour of Concrete Beams Containing Granite Powder
IRJET- Study on Behaviour of Concrete Beams Containing Granite Powder
IRJET Journal
Iron Ore Slag Dust and Cement Block
Iron Ore Slag Dust and Cement Block
IRJET Journal
Experimental and Anlytical Behavior of Reinforced Concrete Beams with Opening...
Experimental and Anlytical Behavior of Reinforced Concrete Beams with Opening...
IRJET Journal
IRJET- Utilization of STP By–Product as a Raw Material in Concrete
IRJET- Utilization of STP By–Product as a Raw Material in Concrete
IRJET Journal
Studies on the Effect of Bottom Ash on Ceramic Waste Aggregate Concrete
Studies on the Effect of Bottom Ash on Ceramic Waste Aggregate Concrete
IRJET Journal
IRJET- Effect of Manufacturing Sand on Durability of Concrete
IRJET- Effect of Manufacturing Sand on Durability of Concrete
IRJET Journal
IRJET- Experimental Investigation in Concrete by Partial Replacement of Sand ...
IRJET- Experimental Investigation in Concrete by Partial Replacement of Sand ...
IRJET Journal
An Experimental Investigation on Self Compacting Concrete with Artificial Fin...
An Experimental Investigation on Self Compacting Concrete with Artificial Fin...
IRJET Journal
Experimental Study of Tensile Strength of Concrete With Partial Replacement o...
Experimental Study of Tensile Strength of Concrete With Partial Replacement o...
IRJET Journal
IRJET- Study on Effect of Eggshell Powder and Waste Foundry Sand on Mechanica...
IRJET- Study on Effect of Eggshell Powder and Waste Foundry Sand on Mechanica...
IRJET Journal
IRJET - Study on Behaviour of Concrete by Replacement of Aggregate and Sa...
IRJET - Study on Behaviour of Concrete by Replacement of Aggregate and Sa...
IRJET Journal
IRJET- Review Paper on Partial Replacement of Fine Aggregate by Industrial or...
IRJET- Review Paper on Partial Replacement of Fine Aggregate by Industrial or...
IRJET Journal
IRJET-Comparative Study of Replacement of Natural Sand to Waste Tiles Sand in...
IRJET-Comparative Study of Replacement of Natural Sand to Waste Tiles Sand in...
IRJET Journal
IRJET- Comparative Study of Replacement of Natural Sand to Waste Tiles Sand i...
IRJET- Comparative Study of Replacement of Natural Sand to Waste Tiles Sand i...
IRJET Journal
IRJET- Study on Behaviour of Concrete by Replacement of Aggregate and San...
IRJET- Study on Behaviour of Concrete by Replacement of Aggregate and San...
IRJET Journal
Similar to IRJET- Study on Stabilization of Soil using Stone Dust
(20)
Study of Compressive Strength of Concrete by Partially Replacing Fine Aggrega...
Study of Compressive Strength of Concrete by Partially Replacing Fine Aggrega...
IRJET- Experimental Investigation on Effect of Sand Content in Pervious Concrete
IRJET- Experimental Investigation on Effect of Sand Content in Pervious Concrete
IRJET- A Review Paper on Experimental Study on Utilization of Marble Dust in ...
IRJET- A Review Paper on Experimental Study on Utilization of Marble Dust in ...
Experimental Investigation on Replacement of Sand by Quarry Dust in Concrete-...
Experimental Investigation on Replacement of Sand by Quarry Dust in Concrete-...
IRJET- Experimental Study on Use of Ground Granulated Blast Furnace Slag ...
IRJET- Experimental Study on Use of Ground Granulated Blast Furnace Slag ...
IRJET- Study on Behaviour of Concrete Beams Containing Granite Powder
IRJET- Study on Behaviour of Concrete Beams Containing Granite Powder
Iron Ore Slag Dust and Cement Block
Iron Ore Slag Dust and Cement Block
Experimental and Anlytical Behavior of Reinforced Concrete Beams with Opening...
Experimental and Anlytical Behavior of Reinforced Concrete Beams with Opening...
IRJET- Utilization of STP By–Product as a Raw Material in Concrete
IRJET- Utilization of STP By–Product as a Raw Material in Concrete
Studies on the Effect of Bottom Ash on Ceramic Waste Aggregate Concrete
Studies on the Effect of Bottom Ash on Ceramic Waste Aggregate Concrete
IRJET- Effect of Manufacturing Sand on Durability of Concrete
IRJET- Effect of Manufacturing Sand on Durability of Concrete
IRJET- Experimental Investigation in Concrete by Partial Replacement of Sand ...
IRJET- Experimental Investigation in Concrete by Partial Replacement of Sand ...
An Experimental Investigation on Self Compacting Concrete with Artificial Fin...
An Experimental Investigation on Self Compacting Concrete with Artificial Fin...
Experimental Study of Tensile Strength of Concrete With Partial Replacement o...
Experimental Study of Tensile Strength of Concrete With Partial Replacement o...
IRJET- Study on Effect of Eggshell Powder and Waste Foundry Sand on Mechanica...
IRJET- Study on Effect of Eggshell Powder and Waste Foundry Sand on Mechanica...
IRJET - Study on Behaviour of Concrete by Replacement of Aggregate and Sa...
IRJET - Study on Behaviour of Concrete by Replacement of Aggregate and Sa...
IRJET- Review Paper on Partial Replacement of Fine Aggregate by Industrial or...
IRJET- Review Paper on Partial Replacement of Fine Aggregate by Industrial or...
IRJET-Comparative Study of Replacement of Natural Sand to Waste Tiles Sand in...
IRJET-Comparative Study of Replacement of Natural Sand to Waste Tiles Sand in...
IRJET- Comparative Study of Replacement of Natural Sand to Waste Tiles Sand i...
IRJET- Comparative Study of Replacement of Natural Sand to Waste Tiles Sand i...
IRJET- Study on Behaviour of Concrete by Replacement of Aggregate and San...
IRJET- Study on Behaviour of Concrete by Replacement of Aggregate and San...
More from IRJET Journal
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
IRJET Journal
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
IRJET Journal
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
IRJET Journal
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
IRJET Journal
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
IRJET Journal
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
IRJET Journal
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
IRJET Journal
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
IRJET Journal
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
IRJET Journal
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
IRJET Journal
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
IRJET Journal
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
IRJET Journal
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
IRJET Journal
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
IRJET Journal
React based fullstack edtech web application
React based fullstack edtech web application
IRJET Journal
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
IRJET Journal
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
IRJET Journal
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
IRJET Journal
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
IRJET Journal
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
IRJET Journal
More from IRJET Journal
(20)
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
React based fullstack edtech web application
React based fullstack edtech web application
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Recently uploaded
2016EF22_0 solar project report rooftop projects
2016EF22_0 solar project report rooftop projects
smsksolar
"Lesotho Leaps Forward: A Chronicle of Transformative Developments"
"Lesotho Leaps Forward: A Chronicle of Transformative Developments"
mphochane1998
Hostel management system project report..pdf
Hostel management system project report..pdf
Kamal Acharya
DC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equation
BhangaleSonal
Minimum and Maximum Modes of microprocessor 8086
Minimum and Maximum Modes of microprocessor 8086
anil_gaur
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
ssuser89054b
Bridge Jacking Design Sample Calculation.pptx
Bridge Jacking Design Sample Calculation.pptx
nuruddin69
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
JIT KUMAR GUPTA
Hazard Identification (HAZID) vs. Hazard and Operability (HAZOP): A Comparati...
Hazard Identification (HAZID) vs. Hazard and Operability (HAZOP): A Comparati...
soginsider
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
meghakumariji156
Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
9953056974 Low Rate Call Girls In Saket, Delhi NCR
Learn the concepts of Thermodynamics on Magic Marks
Learn the concepts of Thermodynamics on Magic Marks
Magic Marks
FEA Based Level 3 Assessment of Deformed Tanks with Fluid Induced Loads
FEA Based Level 3 Assessment of Deformed Tanks with Fluid Induced Loads
Arindam Chakraborty, Ph.D., P.E. (CA, TX)
A Study of Urban Area Plan for Pabna Municipality
A Study of Urban Area Plan for Pabna Municipality
Morshed Ahmed Rahath
Design For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the start
Quintin Balsdon
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
SCMS School of Architecture
Double Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torque
BhangaleSonal
Generative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPT
bhaskargani46
Integrated Test Rig For HTFE-25 - Neometrix
Integrated Test Rig For HTFE-25 - Neometrix
Neometrix_Engineering_Pvt_Ltd
kiln thermal load.pptx kiln tgermal load
kiln thermal load.pptx kiln tgermal load
hamedmustafa094
Recently uploaded
(20)
2016EF22_0 solar project report rooftop projects
2016EF22_0 solar project report rooftop projects
"Lesotho Leaps Forward: A Chronicle of Transformative Developments"
"Lesotho Leaps Forward: A Chronicle of Transformative Developments"
Hostel management system project report..pdf
Hostel management system project report..pdf
DC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equation
Minimum and Maximum Modes of microprocessor 8086
Minimum and Maximum Modes of microprocessor 8086
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
Bridge Jacking Design Sample Calculation.pptx
Bridge Jacking Design Sample Calculation.pptx
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
Hazard Identification (HAZID) vs. Hazard and Operability (HAZOP): A Comparati...
Hazard Identification (HAZID) vs. Hazard and Operability (HAZOP): A Comparati...
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
Learn the concepts of Thermodynamics on Magic Marks
Learn the concepts of Thermodynamics on Magic Marks
FEA Based Level 3 Assessment of Deformed Tanks with Fluid Induced Loads
FEA Based Level 3 Assessment of Deformed Tanks with Fluid Induced Loads
A Study of Urban Area Plan for Pabna Municipality
A Study of Urban Area Plan for Pabna Municipality
Design For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the start
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
Double Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torque
Generative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPT
Integrated Test Rig For HTFE-25 - Neometrix
Integrated Test Rig For HTFE-25 - Neometrix
kiln thermal load.pptx kiln tgermal load
kiln thermal load.pptx kiln tgermal load
IRJET- Study on Stabilization of Soil using Stone Dust
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 815 STUDY ON STABILIZATION OF SOIL USING STONE DUST Prof. S.B. Dhule1, Lalit Jiremali2, Shailesh Shejwal3, Sana Nasser4, Kiran Shejwal5, Leena Wanare6 1Assistant Professor, Department of Civil Engineering, P.E.S.C.O.E., Aurangabad, Maharashtra, India. 2,3,4,5,6 U.G. Student, Department of Civil Engineering, P.E.S.C.O.E., Aurangabad, Maharashtra, India. ----------------------------------------------------------------------***--------------------------------------------------------------------- ABSTRACT - Stone dust can be obtained from stone quarry. Stones are extensively used in all building constructional activities.. The stone dust is comparatively lighter in weight and stronger than common clay bricks. Since stone dust is being accumulated as waste material in large quantity near stone quarry. The waste product from quarry which can be used as soil stabilizer. The appropriate use of waste product gives the stability and also gives strength to soil. The Stone dust is easily available and which can be generally obtained at very cheaper rate. The object of this project is to represent the information regarding Stone dusts properties and their uses in a most concise, compact and to the point manner. And also, in this project various laboratory experiments were carried out on stone dusts samples. Some of them are CBR Test, Standard Proctor Test etc. Key Words: Soil Stabilisation, Stone dust, Bearing Capacity, Bearing strength, CBR etc. 1. INTRODUCTION Soil stabilization a general term for any physical, chemical, biological or combined method of changing a natural soil to meet an engineering purpose. Improvements include increasing the weight bearing capabilities, tensile strength, and overall performance of in-situ sub-soils, sands, and other waste materials in order to strengthen road surfaces. Some of the renewable technologies are: enzymes, surfactants, biopolymers, synthetic polymers, co- polymer based products, cross-linking styrene acrylic polymers, tree resins, ionic stabilizers, fibre reinforcement, calcium chloride, calcite, sodium chloride, magnesium chloride and more. Some of these new stabilizing techniques create hydrophobic surfaces and mass that prevent road failure from water penetration or heavy frosts by inhibiting the ingress of water into the treated layer. However, recent technology has increased the number of traditional additives used for soil stabilization purposes. Such non-traditional stabilizers include: Polymer based products (e.g. cross-linking water-based styrene acrylic polymers that significantly improves the load-bearing capacity and tensile strength of treated soils), Copolymer Based Products, fibre reinforcement, calcium chloride, and Sodium Chloride. Soil can also be stabilized mechanically, for example, using geogrids or geocells, which are a 3D mechanical soil stabilization technique. Traditionally and widely accepted types of soil stabilization techniques use products such as bitumen emulsions which can be used as a binding agents for producing a road base. However, bitumen is not environmentally friendly and becomes brittle when it dries out. Portland cement has been used as an alternative to soil stabilization. However, this can often be expensive and is not a very good "green" alternative. Cement fly ash, lime fly ash (separately, or with cement or lime), bitumen, tar, cement kiln dust (CKD), tree resin and ionic stabilizers are all commonly used stabilizing agents. Stone Dust: Stone dust is a waste material obtained from crusher plants. It has potential to be used as partial replacement of natural river sand in concrete. Use of stone dust in concrete not only improve the quality of concrete but also conserve the natural river sand for future generations. In the present investigation, an
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 816 experimental program was carried out to study the workability and compressive strength of concrete made using stone dust as partial replacement of fine aggregate in the range of 10%-100%. M25 grade of concrete was designed using Portland pozzolana cement (PPC) for referral concrete. Workability and Compressive strength were determined at different replacement level of fine aggregate which is a referral concrete and optimum replacement level was determined based on compressive strength. Results showed that by replacing 60% of fine aggregate with stone dust concrete of maximum compressive strength can be made as compared to all other replacement levels. Requirements and Advantages: Stone powder produced from stone crushing zones appears as a problem for effective disposal. Sand is a common fine aggregate used in construction work as a fine aggregate. In this study, the main concern is to find an alternative of sand. Substitution of normal sand by stone powder will serve both solid waste minimization and waste recovery. The study focuses to determine the relative performance of concrete by using powder sand. From laboratory experiments, it was revealed that concrete made of stone powder and stone chip gained about 15% higher strength than that of the concrete made of normal sand and brick chip. Concrete of stone powder and brick chip gained about 10% higher strength than that of the concrete normal sand and stone chip concrete. The highest compressive strength of mortar found from stone powder which is 33.02 Mpa, shows that better mortar can be prepared by the stone powder. The compressive strength of concrete from stone powder shows 14.76% higher value than that of the concrete made of normal sand On the other hand, concrete from brick chip and stone powder produce higher compressive value from that of brick chip and normal sand concrete. It improves the strength of the soil thereby increasing the bearing capacity of soil. It is more economical both in terms of cost and energy to increase the bearing capacity of the soil rather than going for deep foundation or raft foundation. Benefits of soil stabilization: Save on Time: Delays and setbacks can be quite common in major projects. With the application of a soil stabilizer such as EarthZyme, you can eliminate any unnecessary stoppages in work caused by rainfall or factors that are beyond your control. Minimal Environmental Footprint: constant traffic, especially on mine sites where haul trucks carry massive loads on a daily basis, can have negative impact on the environment. A soil stabilizer can ensure the roads are not damaged during and after the project. Easily transported: EarthZyme is very concentrated, enabling it to be packaged and shipped in 20-litre totes. Just 1 litre of EarthZyme can treat 33 m3 of compacted soil. This makes the cost per 1km or mile of road negligible compared to alternative products. 1. Stabilization helps reduce soil volume change due to temperature or moisture. 2. Stabilized soil functions as a working platform for the project. 3. Stabilization reduces dust in work environment. 4. Stabilization upgrades marginal materials. 5. Stabilization conserves aggregate materials. Table 1 Geotechnical properties of stone dusts Sr No Properties of soil SA 1. Grain size distribution Sand size (2-4.75mm) Medium Sand(0.425-2mm) Fine sand (0.075-0.425mm) Silty size (0.002-0.075mm) Clay size (<0.002mm) 7 32 45 16 2. Specific Gravity 2.75
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 817 3. Compaction Characteristics Max dry density Optimum moisture content % 1.89 12.40 4. Soaked CBR value % 20.76 2. PERFORMANCE ANALYSIS 2.1 PARTICAL SIZE DISTRIBUTION Table 2.a: Particle Size Distribution No IS Sieve Particle Size Mass retained(g) % Retain Cumulative % age % Finer 01 4.75mm 4.75mm 41.70 10.43 10.43 89.58 02 2mm 2mm 55.61 13.90 24.33 75.67 03 1mm 1mm 53.30 13.33 37.65 62.35 04 600 µ 0.600mm 51.60 12.90 50.55 49.45 05 425 µ 0.425mm 68.60 17.15 67.70 32.30 06 300 µ 0.300mm 61.60 15.40 83.10 16.90 07 212 µ 0.212mm 41.80 10.45 93.55 6.45 08 150 µ 0.150mm 3.00 0.75 94.30 5.70 09 75 µ 0.75mm 4.40 1.10 95.40 4.60 10 Pan - 18.39 4.60 100 0.00 Graph 2.a: Particle size distribution The Values Corresponding To D10, D30, D60 Unconformity coefficient Cu y = 0.017x + 22.28 R² = 0.6879 0 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 PARTICLE SIZE (µ) %FINER(N)
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 818 = (900250) = 3.6 Coefficient of Curvature cc = (4102/900x250) = 0.7 Cc between 1 and 3 also indicate a well-graded soil. Hence, we found the soil is well graded soil means that a soil which has a distribution of particles over a wide size range. Cu < 3 indicates a uniform soil, i.e. a soil which has a very narrow particle size range. 2.2 LIQUID LIMIT TEST (PLAIN SOIL) Table 2.b: Liquid Limit Test (Plain Soil) DETERMINATION NO NOTATION I II III Container Number 96 91 18 Number of Blows 09 16 23 Weight of Container W0 (grams) 11.99 11.92 12.22 Weight of Container + Wet Soil W1 (grams) 27.67 28.05 29.05 Weight Of 1Container + Oven- dry Soil W2 (grams) 22.74 23.11 23.40 Weight of Water W1-W2 (grams) 4.93 4.94 5.65 Weight of Oven-dry soil W2-W0 (grams) 10.75 11.19 11.18 Water Content (as a percentage) 44.14 45.86 50.53 Graph 2.b: Liquid Limit of Plain Soil AVERAGE WATER CONTENT: W = 46.84 % 43 44 45 46 47 48 49 50 51 0 5 10 15 20 25 Number of Blows (n) Water content(w)
5.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 819 2.3 LIQUID LIMIT TEST (PLAIN SOIL+4% STONE DUST) Table 2.c: Liquid Limit Test (Plain Soil+4% Stone Dust) DETERMINATION NO NOTATION I II III Container Number 93 06 19 Number of Blows 25 33 38 Weight of Container W0 (grams) 12.35 12.29 12.86 Weight of Container + Wet Soil W1 (grams) 14.41 14.92 14.74 Weight Of 1Container + Oven-dry Soil W2 (grams) 13.64 14.10 13.84 Weight of Water W1-W2 (grams) 0.77 0.82 0.90 Weight of Oven-dry soil W2-W0 (grams) 1.51 1.81 1.58 Water Content (as a percentage) 56.32 54.67 54.31 Graph 2.c: Liquid Limit (Plain Soil+4% Stone Dust) AVERAGE WATER CONTENT: W=51.09% 2.4 PLASTIC LIMIT TEST (PLAIN SOIL) Table 2.d: Plastic Limit Test (Plain Soil) DETERMINATION NO NOTATION I II Container Number 96 91 Weight of Container W0 (grams) 11.99 11.92 Weight of Container + Wet Soil W1 (grams) 12.35 12.92 Weight of Container + Oven-dry Soil W2 (grams) 12.67 12.63 Weight of Water W1-W2 (grams) 0.32 0.29 Weight of Oven-dry soil W2-W0 (grams) 0.68 0.71 Water Content (as a percentage) 47.05 40.84 y = -0.151x + 59.973 R² = 0.9267 54 54.5 55 55.5 56 56.5 0 5 10 15 20 25 30 35 40 Number of Blows (n) Water content(w)
6.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 820 PLASTIC LIMIT: WP = 43.94 % PLASTICITY INDEX: PLASTICITY INDEX = LIQUID LIMIT – PLASTIC LIMIT PLASTICITY INDEX = 15.53% 2.5 PLASTIC LIMIT TEST (PLAIN SOIL+4% STONE DUST) Table 2.e: Plastic Limit Test (Plain Soil+4% Stone Dust) DETERMINATION NO NOTATION I II Container Number 18 97 Weight of Container W0 (grams) 12.22 11.84 Weight of Container + Wet Soil W1 (grams) 14.19 13.88 Weight of Container + Oven-dry Soil W2 (grams) 13.72 13.27 Weight of Water W1-W2 (grams) 0.47 0.61 Weight of Oven-dry soil W2-W0 (grams) 1.5 1.43 Water Content (as a percentage) 31.33 42.65 PLASTIC LIMIT: WP = 37 % PLASTICITY INDEX = LIQUID LIMIT – PLASTIC LIMIT PLASTICITY INDEX = 10.53% 2.6 STANDARD PROCTOR TEST (PLAIN SOIL)
7.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 821 Table 2.f: Standard Proctor Test (Plain Soil) Graph2.f: Standard Proctor Test (Plain Soil) The maximum dry density of soil is 1.78 at 11.02 % of water content y = 0.0084x + 1.4994 R² = 0.6982 1.5 1.55 1.6 1.65 1.7 1.75 1.8 0 5 10 15 20 25 30 35 Water content (w) Drydensity (ρd) Trial Number NOTATION I II III IV V VI VII VIII Weight of Soil 2.5kg 2.5kg 2.5kg 2.5kg 2.5kg 2.5Kg 2.5Kg 2.5Kg Weight of mould (without collar) 3661g 3661g 3661g 3661g 3661g 3661g 3661g 3661g Weight of mould+soil 5243 5239 5324 5437 5526 5625 5653 5582 Container Number 91 94 18 13 15 02 12 6 Weight of Container W0 (grams) 11.92 12.26 12.22 11.90 12.16 11.84 20.86 21.40 Weight of Container + Wet Soil W1 (grams) 15.12 16.55 19.29 18.15 18.60 19.21 28.45 27.39 Weight of Container + Oven-dry Soil W2 (grams) 14.84 16.23 18.50 17.42 17.96 18.10 27.12 26.07 Weight of Water W1-W2 (grams) 0.28 0.32 0.79 0.73 0.64 1.11 1.33 1.32 Weight of Oven-dry soil W2-W0 (grams) 2.92 3.79 6.28 5.52 5.8 6.26 6.26 4.67 Density 1.68 1.68 1.76 1.88 1.98 2.08 2.11 2.03 Water Content (%) 8.44 9.58 11.03 12.57 13.22 17.73 28.34 28.01 DRY DENSITY M/V 1+w 1.53 1.55 1.56 1.63 1.67 1.71 1.74 1.69
8.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 822 2.7 STANDARD PROCTOR TEST (PLAIN SOIL+4% STONE DUST) Table 2.g: Standard Proctor Test (Plain Soil+4% Stone Dust) Graph 2.g: Standard Proctor Test (Plain Soil+4% Stone Dust) The maximum dry density of soil is 1.78 at 14.59 % of water content. 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 0 2 4 6 8 10 12 14 16 Water content (w) Drydensity(ρd)
9.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 823 2.8 UNSOAKED C.B.R. TEST (PLAIN SOIL) Table 2.h: Unsoaked C.B.R. Test (Plain Soil) Graph 2.h: Unsoaked C.B.R. Test (Plain Soil) 1. THE CBR VALUE AT 2.5 MM = 5.23% 2. THE CBR VALUE AT 5 MM = 4.97 % THE CBR VALUE OF SOIL IS= 5.23% 2.9 UNSOAKED C.B.R. (PLAIN SOIL+4% STONE DUST) Table 2.i: Unsoaked C.B.R. (Plain Soil+4% Stone Dust) y = 3.545x + 2.0023 R² = 0.9782 0 50 100 150 200 250 0 2 4 6 8 10 12 14 Penetration (mm) Load(L)kg Sr. No PENETRATION(mm) DIAL READING 1 0.5 2.2 2 1 3.2 3 1.5 5.7 4 2 8.2 5 2.5 13.4 6 3 15.1 7 4 17.9 8 5 19.1 9 7.5 31.0 10 10 38.4 11 12.5 43.3 Sr. No PENETRATION(mm) DIAL READING 1 0.5 5.9 2 1 11.7 3 1.5 17.7
10.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 824 Graph 2.i: Unsoaked C.B.R. (Plain Soil+4% Stone Dust) 1. THE CBR VALUE AT 2.5 MM = 6.63 % 2. THE CBR VALUE AT 5 MM = 6.32 % THE CBR VALUE OF SOIL IS = 6.63% 2.10 SOAKED C.B.R. TEST (PLAIN SOIL) Table 2.j: Soaked C.B.R. Test (Plain Soil) 4 2 22.9 5 2.5 26.5 6 3 29.5 7 4 33.2 8 5 36.4 9 7.5 40.8 10 10 42.8 11 12.5 44.8 Sr. No PENETRATION(mm) DIAL READING 1 0.5 2.2 2 1 3.3 3 1.5 5.8 4 2 8.6 5 2.5 9.1 6 3 10.7 7 4 11.8 8 5 12.3 9 7.5 15.9 10 10 31.4 11 12.5 42.3 0 50 100 150 200 250 0 2 4 6 8 10 12 14 Penetration (mm) Load(L)kg
11.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 825 Graph 4.j: Soaked C.B.R. Test (Plain Soil) 1. THE CBR VALUE AT 2.5 MM = 3.55% 2. THE CBR VALUE AT 5 MM = 3.20 % THE CBR VALUE OF SOIL IS = 3.55% 2.11 SOAKED C.B.R. (PLAIN SOIL+4% STONE DUST) Table 2.k: Soaked C.B.R. (Plain Soil+4% Stone Dust) y = 3.0325x + 0.3447 R² = 0.9418 0 50 100 150 200 0 2 4 6 8 10 12 14 Penetration (mm) Load(L)kg Sr. No PENETRATION(mm) DIAL READING 1 0.5 5.1 2 1 8.2 3 1.5 9.8 4 2 11.2 5 2.5 12.3 6 3 14.5 7 4 16.4 8 5 17.1 9 7.5 34.4 10 10 44.3 11 12.5 51.9
12.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 826 Graph 2.k: Soaked C.B.R. (Plain Soil+4% Stone Dust) 1. THE CBR VALUE AT 2.5 MM = 4.80 % 2. THE CBR VALUE AT 5 MM = 4.45 % THE CBR VALUE OF SOIL IS = 4.80% CONCLUSIONS The following are the soil conclusions. The conclusion is based on the test carried out on soil selected for the study. The waste product removed from Stone Crusher which can be used as soil stabilizer. The appropriate use of stone dust gives the stability and also gives strength to soil. It is observed that value increases significantly after addition of 1.0% Stone Dust content. In earth soils Stone Dust can be used as a soil stabilizer enhanced the Engineering properties of the soil. As the strength of soil increases with an addition of Stone Dust, the quality, strength of soil will be more as compare to plain soil. It is an industrial by product having benefits like maintenance of ecological balance. ACKNOWLEDGEMENT We would like to express our profound sense of gratitude and appreciation to our guide Prof. S.B. Dhule, for his valuable guidance, continuous encouragement and help rendered in carrying out the work presented in this report. We deeply grateful to him, for the effort he put into helping us to finalize the project. His constant support has been the impetus for this work. His timely advice and friendly discussions, which has helped us in framing this report. We especially thankful to Head of Department, Prof R.M. Sawant, for reviewing the manuscript and the valuable comments and suggestions he offered during the preparation of this report. Finally, we would like to express deep, incomparable appreciation and gratitude to our family members for their constant support and encouragement. REFERENCES [1] Piyush Kolhe & Rushikesh Langote (2018) had done performance of Black Cotton soil Stabilized With Rubber Tyre Shread. y = 3.971x + 2.6032 R² = 0.9813 0 50 100 150 200 250 0 2 4 6 8 10 12 14 Penetration (mm) Load(L)kg
13.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 827 [2] Krichphonsingh & V.K.Arora(2017) has studied on “Stabilization of Black Soil Using Marble Dust, Rice Husk and Fly Ash” Icrtesm-2017. [3] Prof. Guruprasad Jadhav, Mr.Gavhane Dinesh & Mr. Behere Babaso (2016) has carried out an Experimental Study On Stabilisation Of Expansive Soil Using Admixtures Ijstm-2016. [4] Rakhil Krishna R & Devi Krishnan (2016) had an review On The Effect Of Waste Ceramic Dust On The Geotechnical Properties Expansive Soils Irjet2016. [5] H.Venkateswarlu, A.C.S.V Prasad, Dr. DSV Prasad & Dr.GVR PrasadaRaju (2015) has studied on Behaviour of Expansive Soil Treated with Quarry Dust IJEIT-2015. BIOGRAPHIES Prof. S.B. Dhule is a lecturer at P.E.S. College of Engineering. She lives in India since 1979. She has teaching experience of 12 years as lecturer and Assistant Professor at P.E.S. College of Engineering, Aurangabad. Mr. Lalit Jiremali is a student of P.E.S. College of Engineering. He born in India in 1997. He completed his diploma in Architecture from CADD Centre. He is completing his U.G. in Civil Engineering since academic year 2015. Mr. Shailesh Shejwal is a student of P.E.S. College of Engineering. He born in India in 1997. He completed his diploma in Architecture from IGTR. He is completing his U.G. in Civil Engineering since academic year 2016. Mrs. Sana Nasser is a student of P.E.S. College of Engineering. She born in India in 1998. She completed her diploma in Architecture from CADD Centre. She is completing her U.G. in Civil Engineering since academic year 2015.
14.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 828 Mrs. Kiran Shejwal is a student of P.E.S. College of Engineering. She born in India in 1996. She completed her diploma in Architecture from IGTR. She is completing her U.G. in Civil Engineering since academic year 2016. Mrs. Leena Wanare is a student of P.E.S. College of Engineering. She born in India in 1991. She completed her diploma in Architecture from IGTR. She is completing her U.G. in Civil Engineering since academic year 2016.
Download now