Submit Search
Upload
IRJET-Stabilization of Expansive Soils by using Corncob Ash
•
1 like
•
213 views
IRJET Journal
Follow
https://www.irjet.net/archives/V5/i6/IRJET-V5I6478.pdf
Read less
Read more
Engineering
Report
Share
Report
Share
1 of 4
Download now
Download to read offline
Recommended
Geotechnical Engineering-I [Lec #18: Consolidation-II]
Geotechnical Engineering-I [Lec #18: Consolidation-II]
Muhammad Irfan
Stage measurement
Stage measurement
Kiran Yadav
Water requirement of crops
Water requirement of crops
Anand Kumar
Pile foundation
Pile foundation
Aglaia Connect
Benkelman beam
Benkelman beam
Priyansh Singh
Civil engineering interview question and answers
Civil engineering interview question and answers
Bhushan mahajan
IRRIGATION ENGINEERING
IRRIGATION ENGINEERING
sathish sak
SUBGRADE SOIL STRENGTH AND ITS EVALUTION
SUBGRADE SOIL STRENGTH AND ITS EVALUTION
Sagar Kaptan
Recommended
Geotechnical Engineering-I [Lec #18: Consolidation-II]
Geotechnical Engineering-I [Lec #18: Consolidation-II]
Muhammad Irfan
Stage measurement
Stage measurement
Kiran Yadav
Water requirement of crops
Water requirement of crops
Anand Kumar
Pile foundation
Pile foundation
Aglaia Connect
Benkelman beam
Benkelman beam
Priyansh Singh
Civil engineering interview question and answers
Civil engineering interview question and answers
Bhushan mahajan
IRRIGATION ENGINEERING
IRRIGATION ENGINEERING
sathish sak
SUBGRADE SOIL STRENGTH AND ITS EVALUTION
SUBGRADE SOIL STRENGTH AND ITS EVALUTION
Sagar Kaptan
Evapotranspiration & consumptive use
Evapotranspiration & consumptive use
Tapan Kumar Pradhan
Factors affecting bearing capacity of soil.pptx
Factors affecting bearing capacity of soil.pptx
PriyaTalwar8
Types of pavement
Types of pavement
KavinKumarR3
Gravity dams galleries
Gravity dams galleries
saibabu48
5. stabilization.ppt
5. stabilization.ppt
SivaRamaKrishnaUppul
Unit 4-canal
Unit 4-canal
saibabu48
Earth pressure( soil mechanics)
Earth pressure( soil mechanics)
Darshil Vekaria
introduction of irrigation
introduction of irrigation
ashish_11110
Class 7 Consolidation Test ( Geotechnical Engineering )
Class 7 Consolidation Test ( Geotechnical Engineering )
Hossam Shafiq I
Overview of Soil Stabilization :Cement / Lime :PPT
Overview of Soil Stabilization :Cement / Lime :PPT
Aniket Pateriya
Soil Stabilization
Soil Stabilization
EPA Infrastructure Pvt. Ltd.
Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]
Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]
Muhammad Irfan
Earthen dam
Earthen dam
gidc engineering college
Trixial test
Trixial test
ABHISHEK THAKKAE
Consolidation settlement
Consolidation settlement
Parth Joshi
Construction quality control inspection program (qcip)
Construction quality control inspection program (qcip)
Mital Damani
Water application methods (part – i)
Water application methods (part – i)
Shrikant Jahagirdar
Losses IN Canals
Losses IN Canals
Anand Kumar
Lateral Earth Pressure
Lateral Earth Pressure
Fast-NU Lahore
Pavement design
Pavement design
husna004
STABILIZATION OF EXPANSIVE SOIL USING WATER HYACINTH ASH
STABILIZATION OF EXPANSIVE SOIL USING WATER HYACINTH ASH
IRJET Journal
Ijetcas14 475
Ijetcas14 475
Iasir Journals
More Related Content
What's hot
Evapotranspiration & consumptive use
Evapotranspiration & consumptive use
Tapan Kumar Pradhan
Factors affecting bearing capacity of soil.pptx
Factors affecting bearing capacity of soil.pptx
PriyaTalwar8
Types of pavement
Types of pavement
KavinKumarR3
Gravity dams galleries
Gravity dams galleries
saibabu48
5. stabilization.ppt
5. stabilization.ppt
SivaRamaKrishnaUppul
Unit 4-canal
Unit 4-canal
saibabu48
Earth pressure( soil mechanics)
Earth pressure( soil mechanics)
Darshil Vekaria
introduction of irrigation
introduction of irrigation
ashish_11110
Class 7 Consolidation Test ( Geotechnical Engineering )
Class 7 Consolidation Test ( Geotechnical Engineering )
Hossam Shafiq I
Overview of Soil Stabilization :Cement / Lime :PPT
Overview of Soil Stabilization :Cement / Lime :PPT
Aniket Pateriya
Soil Stabilization
Soil Stabilization
EPA Infrastructure Pvt. Ltd.
Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]
Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]
Muhammad Irfan
Earthen dam
Earthen dam
gidc engineering college
Trixial test
Trixial test
ABHISHEK THAKKAE
Consolidation settlement
Consolidation settlement
Parth Joshi
Construction quality control inspection program (qcip)
Construction quality control inspection program (qcip)
Mital Damani
Water application methods (part – i)
Water application methods (part – i)
Shrikant Jahagirdar
Losses IN Canals
Losses IN Canals
Anand Kumar
Lateral Earth Pressure
Lateral Earth Pressure
Fast-NU Lahore
Pavement design
Pavement design
husna004
What's hot
(20)
Evapotranspiration & consumptive use
Evapotranspiration & consumptive use
Factors affecting bearing capacity of soil.pptx
Factors affecting bearing capacity of soil.pptx
Types of pavement
Types of pavement
Gravity dams galleries
Gravity dams galleries
5. stabilization.ppt
5. stabilization.ppt
Unit 4-canal
Unit 4-canal
Earth pressure( soil mechanics)
Earth pressure( soil mechanics)
introduction of irrigation
introduction of irrigation
Class 7 Consolidation Test ( Geotechnical Engineering )
Class 7 Consolidation Test ( Geotechnical Engineering )
Overview of Soil Stabilization :Cement / Lime :PPT
Overview of Soil Stabilization :Cement / Lime :PPT
Soil Stabilization
Soil Stabilization
Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]
Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]
Earthen dam
Earthen dam
Trixial test
Trixial test
Consolidation settlement
Consolidation settlement
Construction quality control inspection program (qcip)
Construction quality control inspection program (qcip)
Water application methods (part – i)
Water application methods (part – i)
Losses IN Canals
Losses IN Canals
Lateral Earth Pressure
Lateral Earth Pressure
Pavement design
Pavement design
Similar to IRJET-Stabilization of Expansive Soils by using Corncob Ash
STABILIZATION OF EXPANSIVE SOIL USING WATER HYACINTH ASH
STABILIZATION OF EXPANSIVE SOIL USING WATER HYACINTH ASH
IRJET Journal
Ijetcas14 475
Ijetcas14 475
Iasir Journals
Soil Stabilization using Natural Fiber Coir
Soil Stabilization using Natural Fiber Coir
IRJET Journal
IMPROVEMENT OF EXPANSIVE SOIL USING LIME & WASTE GLASS POWDER
IMPROVEMENT OF EXPANSIVE SOIL USING LIME & WASTE GLASS POWDER
IRJET Journal
A Research Paper on Stabilization of Soil by using Bituminous Material
A Research Paper on Stabilization of Soil by using Bituminous Material
IRJET Journal
IRJET- Review on Improvement in Strength of Soil by Adding Waste Fly-Ash and ...
IRJET- Review on Improvement in Strength of Soil by Adding Waste Fly-Ash and ...
IRJET Journal
A Review on Application of Chemical Additives in Soil Stabilization
A Review on Application of Chemical Additives in Soil Stabilization
IRJET Journal
A Critical Review on Soil Stabilization using Different Industrial Wastes and...
A Critical Review on Soil Stabilization using Different Industrial Wastes and...
IRJET Journal
IRJET- Study on Soil Cement Blocks
IRJET- Study on Soil Cement Blocks
IRJET Journal
Stabilization of Black Cotton Soil Using Lime and Coconut Shell Ash
Stabilization of Black Cotton Soil Using Lime and Coconut Shell Ash
IRJET Journal
IRJET- Study on Stabilization of Soil using Stone Dust
IRJET- Study on Stabilization of Soil using Stone Dust
IRJET Journal
Enhancement in Properties of Clayey Soil with addition of Calcium Chloride, B...
Enhancement in Properties of Clayey Soil with addition of Calcium Chloride, B...
IRJET Journal
IRJET- A Review on Recycled Fine Aggregate Concrete
IRJET- A Review on Recycled Fine Aggregate Concrete
IRJET Journal
A LABORATORY STUDY ON THE STABILIZATION OF SOIL USING STONE DUST, BLACK SOIL,...
A LABORATORY STUDY ON THE STABILIZATION OF SOIL USING STONE DUST, BLACK SOIL,...
IRJET Journal
A Schematic Review on Environment Friendly Soil Stabilization Materials
A Schematic Review on Environment Friendly Soil Stabilization Materials
IRJET Journal
SOIL STABILIZATION USING BONE ASH AND SILICA FUME
SOIL STABILIZATION USING BONE ASH AND SILICA FUME
IRJET Journal
Behavior of Black Cotton Soil with Addition of Sodium Carbonate and Calcium C...
Behavior of Black Cotton Soil with Addition of Sodium Carbonate and Calcium C...
IRJET Journal
Review on Study of Recycled Aggregate Concrete Containing Silica Fume as Part...
Review on Study of Recycled Aggregate Concrete Containing Silica Fume as Part...
IRJET Journal
IRJET- Reinforcement of Concrete with Coconut Fibre and Partial Replaceme...
IRJET- Reinforcement of Concrete with Coconut Fibre and Partial Replaceme...
IRJET Journal
IRJET- Effect of Lime (Content & Duration) on Strength of Cohesive Soil
IRJET- Effect of Lime (Content & Duration) on Strength of Cohesive Soil
IRJET Journal
Similar to IRJET-Stabilization of Expansive Soils by using Corncob Ash
(20)
STABILIZATION OF EXPANSIVE SOIL USING WATER HYACINTH ASH
STABILIZATION OF EXPANSIVE SOIL USING WATER HYACINTH ASH
Ijetcas14 475
Ijetcas14 475
Soil Stabilization using Natural Fiber Coir
Soil Stabilization using Natural Fiber Coir
IMPROVEMENT OF EXPANSIVE SOIL USING LIME & WASTE GLASS POWDER
IMPROVEMENT OF EXPANSIVE SOIL USING LIME & WASTE GLASS POWDER
A Research Paper on Stabilization of Soil by using Bituminous Material
A Research Paper on Stabilization of Soil by using Bituminous Material
IRJET- Review on Improvement in Strength of Soil by Adding Waste Fly-Ash and ...
IRJET- Review on Improvement in Strength of Soil by Adding Waste Fly-Ash and ...
A Review on Application of Chemical Additives in Soil Stabilization
A Review on Application of Chemical Additives in Soil Stabilization
A Critical Review on Soil Stabilization using Different Industrial Wastes and...
A Critical Review on Soil Stabilization using Different Industrial Wastes and...
IRJET- Study on Soil Cement Blocks
IRJET- Study on Soil Cement Blocks
Stabilization of Black Cotton Soil Using Lime and Coconut Shell Ash
Stabilization of Black Cotton Soil Using Lime and Coconut Shell Ash
IRJET- Study on Stabilization of Soil using Stone Dust
IRJET- Study on Stabilization of Soil using Stone Dust
Enhancement in Properties of Clayey Soil with addition of Calcium Chloride, B...
Enhancement in Properties of Clayey Soil with addition of Calcium Chloride, B...
IRJET- A Review on Recycled Fine Aggregate Concrete
IRJET- A Review on Recycled Fine Aggregate Concrete
A LABORATORY STUDY ON THE STABILIZATION OF SOIL USING STONE DUST, BLACK SOIL,...
A LABORATORY STUDY ON THE STABILIZATION OF SOIL USING STONE DUST, BLACK SOIL,...
A Schematic Review on Environment Friendly Soil Stabilization Materials
A Schematic Review on Environment Friendly Soil Stabilization Materials
SOIL STABILIZATION USING BONE ASH AND SILICA FUME
SOIL STABILIZATION USING BONE ASH AND SILICA FUME
Behavior of Black Cotton Soil with Addition of Sodium Carbonate and Calcium C...
Behavior of Black Cotton Soil with Addition of Sodium Carbonate and Calcium C...
Review on Study of Recycled Aggregate Concrete Containing Silica Fume as Part...
Review on Study of Recycled Aggregate Concrete Containing Silica Fume as Part...
IRJET- Reinforcement of Concrete with Coconut Fibre and Partial Replaceme...
IRJET- Reinforcement of Concrete with Coconut Fibre and Partial Replaceme...
IRJET- Effect of Lime (Content & Duration) on Strength of Cohesive Soil
IRJET- Effect of Lime (Content & Duration) on Strength of Cohesive Soil
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
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
Suhani Kapoor
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
9953056974 Low Rate Call Girls In Saket, Delhi NCR
DJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINE
DJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINE
slot gacor bisa pakai pulsa
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Dr.Costas Sachpazis
Extrusion Processes and Their Limitations
Extrusion Processes and Their Limitations
120cr0395
Introduction and different types of Ethernet.pptx
Introduction and different types of Ethernet.pptx
upamatechverse
Porous Ceramics seminar and technical writing
Porous Ceramics seminar and technical writing
rakeshbaidya232001
Roadmap to Membership of RICS - Pathways and Routes
Roadmap to Membership of RICS - Pathways and Routes
M Maged Hegazy, LLM, MBA, CCP, P3O
(MEERA) Dapodi Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Escorts
(MEERA) Dapodi Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Escorts
ranjana rawat
Coefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptx
Asutosh Ranjan
Exploring_Network_Security_with_JA3_by_Rakesh Seal.pptx
Exploring_Network_Security_with_JA3_by_Rakesh Seal.pptx
null - The Open Security Community
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
Suman Mia
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur High Profile
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
ranjana rawat
HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICS
HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICS
RajkumarAkumalla
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
ranjana rawat
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
9953056974 Low Rate Call Girls In Saket, Delhi NCR
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
ranjana rawat
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
Soham Mondal
Gfe Mayur Vihar Call Girls Service WhatsApp -> 9999965857 Available 24x7 ^ De...
Gfe Mayur Vihar Call Girls Service WhatsApp -> 9999965857 Available 24x7 ^ De...
srsj9000
Recently uploaded
(20)
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
★ CALL US 9953330565 ( HOT Young Call Girls In Badarpur delhi NCR
DJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINE
DJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINE
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Extrusion Processes and Their Limitations
Extrusion Processes and Their Limitations
Introduction and different types of Ethernet.pptx
Introduction and different types of Ethernet.pptx
Porous Ceramics seminar and technical writing
Porous Ceramics seminar and technical writing
Roadmap to Membership of RICS - Pathways and Routes
Roadmap to Membership of RICS - Pathways and Routes
(MEERA) Dapodi Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Escorts
(MEERA) Dapodi Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Escorts
Coefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptx
Exploring_Network_Security_with_JA3_by_Rakesh Seal.pptx
Exploring_Network_Security_with_JA3_by_Rakesh Seal.pptx
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICS
HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICS
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
Gfe Mayur Vihar Call Girls Service WhatsApp -> 9999965857 Available 24x7 ^ De...
Gfe Mayur Vihar Call Girls Service WhatsApp -> 9999965857 Available 24x7 ^ De...
IRJET-Stabilization of Expansive Soils by using Corncob Ash
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 | June 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2549 Stabilization of Expansive Soils by Using Corncob Ash P.Madan Mohan Reddy1, P.Thanmai2, N.Trilok Kumar3 1Assistant Professor, Department of Civil Engineering, K.O.R.M.College of Engineering, Andhra Pradesh, India 2,3Student, Department of Civil Engineering, K.O.R.M.College of Engineering, Andhra Pradesh, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract – Black cotton soils are considered to be problematic soils as these soils as these soils undergo large volumetric changes with the change in moisture content due to the presence of montmorillonite mineral. Increasemoisture content causes swelling of the soil and loss of strength and decrease in moisture content to improve the engineering properties of some local soils for construction of stabilized pavement layers, stabilizes earth buildings and support layer for the foundation of buildings. The paper aims at providing experimental insights on the engineering properties of black cotton soil stabilized with corncob ash (CA) to ascertain its suitability varying ratio and unconfinedcompressionstrength, considering CA contents, varying from 0 to 20% were carried out. The results show that the addition of CA to the soil generally reduced its plasticity, swell potential and increased its strength. CA stabilization being more economical and environment friendly, improved the geotechnicalpropertiesof the soil for pavement layer material application. Key Words: Expansive soil, corncob ash 1. INTRODUCTION Geotechnical engineering, particularly the remedy andusage of soil (or earth) in production is a venerable technical field, dating to the start of human civilization, in historic Mesoptamia and Babilonia, mud become common place creation material for various forms of bricks(i.e. sun-dried and kiln-fired) to create formation of the city. Sumarians widely used bitumen as a binder to decorate of earth walls. The main intention improvement (i.e.,engineered soil)is engineering exacting soil, including its strength (i.e., resistance ), hydraulic conductivity and durability against repeating wetting and drying, as well as for ecological revitalization. Too most important methods are predictably applied to produce engineeredsoil:mechanicalimprovement and chemical treatment. Mechanical development is a developmentofreinforcing duringphysicalprocessessuchas compaction, drainage, external loading (e.g., surcharge), consolidation, or other means. Chemical treatment involves compoundreaction such ashydrationorpozzolanicreactions inside the mud to create artificial binding, hydrate (C-S-H) between soil particles. Soil stabilization in a huge experience consists of various strategies used for editing to decorate its engineering performance. By stabilization residences of soil, i.e., extent balance, strength, compressibility, permeability, sturdiness and dust manipulate is improved, which makes the soil suitable for use. Physical method occupies physical processes to improve soil properties. This includes compaction methods and drainage. Compaction processes lead to increase inwaterresistance capacityof soil. Drainage is less ordinary due to generally needy connection between method effectiveness and cost. But, compaction is very common method. Although, it makes soil extra opposing to water, this resistance will be reducing over time. Objectives The aim of the research work therefore, was to further find use for corncob ash as a replacement for cement in the stabilization of soils in pavement construction in the belief that the more use that is found for biomass wastes like corncob, the less they will constitute an environmental hazard. The specific objective of this work is to investigate the influence of corn cob ash on the geotechnical properties of locally available soil namely; Atterberg limits,Compaction characteristics, California Bearing Ratio and the Unconfined Compression Strength. LITERATURE REVIEW General reviews about corncob ash Ogunfolami reported that mixing of the CCA as a partial replacement with ordinary Portland cement can be carried out at the point of need i.e., on site. Adesanya and Raheem studied the use of CCA blended cement produced in the controlled circumstances. The studiesrevealed that the compressive strength propertiesof the CCA- blended cement concrete islessthan thatofsample made with plain concrete at early curing ages but significant improvement is noticed at later ages (after 90 days).Thus, there is necessary to look for ways to improve the strength characters during early ages. Raheem et al. Concluded that the addition of admixtures in corncob ash cement concrete increases compressive strength character at short term and long term curing periods irrespective of the type of binding materials used. There is a chances of increase in strength can be achieved at early ages by using accelerators. With plasticizer, high strength can be achieved at both short term and long term periods while with water reducing agents and retarder, greater strength can be achieved at long term only. Olafusi and Olutoge reported that although CCA is recommended to use as a partial replacement as a cementitiious material in high strength concrete, but due to addition of CCA in production of high strength concrete would take more time to attain its designed strength and also the concrete made with CCA asadmixturewouldrequire
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 | June 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2550 water/ cement ratio less than 0.40. Hence to enhance workability by use of super plasticizers is strongly advised. METERIALS AND METHODOLOGY In this study following materials are taken in to consideration. Expansive soil Corncob ash Expansive soil: Expansive soils which are also called as swell-shrink soil, have the tendency to shrink and swellwith variation in moisture content. A s a result of this variation in the soil, significant distress occurs in the soil, which is subsequently followed by damage to the overlying structures. During periods of greater moisture, like monsoons, these soils imbibe the water, and swell; subsequently, they become soft and their water holding capacity diminishes. Corncob ash: Corncob comprises three natural parts: the chaff and the pith forming the light part and the woody ring which forms the hard part of the cob. Ash is the residue of burned plant parts like bark, wood, sawdust, leaves, woody debris, pulp, husk, hulls, fronds and other plant debris.Ash has been used for soil liming and for traditional pest controlled to some crawling pests. Corncob ash is obtained from the residue of combusted corncobs. Table: 1 Expansive soil Limits (IS CODE) S.NO PROPERTIES LIMIT IS CODE 1. Liquid limit 40% to 100% IS-2720,Part- 5,1985 2. Plastic limit 20% to 65% 3. Plasticity index 20% to 30% 4. Standard proctor compaction OMC 20 TO 30% IS-2720,Part- 7,1980/1987 5. MDD 1.8 6. Free swell index >50% IS-2720,Part- 40,1977 7. Specific gravity 2.6 to 2.7 IS-2720 Part- 3, section1- 1980 Methodology Adopted: To evaluate the effect of Corncob ash as a stabilizing additive in expansive soils. Soil trail varied through avariety of proportion of Corncob ash ( 4%, 8%, 12%, 16%, 20%). The Indian Standard codes were followed during the conduction of the following experiments: Standard proctor test-IS:2720 (Part-7)-1980 Unconfined compressive strength (UCS) test- IS:2720 (Part-10)-1991 California bearing ratio (CBR) test-IS:2720 (Part 16)-1987 Free swell index test-IS2720 (Part 40)-1977 Liquid & Plastic limit test-IS 2720 (Part 5)-1985 RESULTS: Table: 2 Variation of OMC and MDD values for different soil mixtures with Corncob ash Soil OMC (%) MDD (%) 96%BC+4%CA 22 1.5 92%BC+8%CA 23 1.52 88%BC+12%CA 21 1.53 84%BC+16%CA 24 1.47 80%BC+20%CA 21.34 1.42 Graph: Comparison of results from various % of CA from STP test 1.3 1.35 1.4 1.45 1.5 1.55 0 10 20 30 0 4 8 1 1 2 Table: 3 Variation of UCS Values for different soil mixtures Soil Uc strength Shear strength(kg/cm²) 96%BC+4%CA 0.195 0.0975 92%BC+8%CA 0.206 0.103 88%BC+12%CA 0.176 0.088 84%BC+16%CA 0.17 0.085 80%BC+20%CA 0.166 0.083
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 | June 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2551 Graph: Comparision of results from UCS test 0 0.05 0.1 0.15 0.2 0.25 0 0.05 0.1 0.15 4% CA 8% CA 12% CA 16% CA 20% CA 0% CA Table: 3 Variation of C.B.R values for different soil mixtures Soil C.B.R. value 96%BC+4%CA 6.12 92%BC+8%CA 7.23 88%BC+12%CA 6.54 84%BC+16%CA 5.77 80%BC+20%CA 5.6 Graph: Comparison of results from CBR 0 50 100 150 200 250 300 350 400 450 0 5 10 0% CA 4% CA 8% CA 12% CA 16% CA 20% CA DISCUSSION: Black cotton soil is combined with altering percentage of corncob ash (from 0% to 20%) by weight to observe its effect as an additive on the expansive soil. MDD was found to change with varying content of corncob ash.UCS and CBR tests are conducted with varyingcontentof corncob ash in the black cotton soil. The liquid limit of the soil-corncob ash mixture with the changing corncob ash content. CONCLUSION: The Maximum Dry Density (MDD) valueoftheblack cotton soil initially decreased with the addition of corn cob ash. Then, it showed increment with increasing corn cobash content in the soil- corn cob ash mixture. The maximum value of MDD was observed for a mixture of soil and 12% of corn cob ash content by weight. The MDDvaluesconsistently decreased thereafter. The Unconfined CompressiveStrength (UCS) of the soil with variation of corn cob ash content showed similar trend as that of the MDD values, except the fact that the peak value was observed for a corn cob ash content of 8% by weight. In un-soaked California Bearing Ratio (CBR)testsof soil conducted with varying corn cob ash content, the CBR increased gradually with the increase in corn cob ash content till its valuation was 8% by weight of the total mixture; it decreased thereafter. With the increasing corn cob ash content in the soil- corn cob ash mixture, the decrease in value of free swell ratio was remarked. This decrease was also reciprocated by the plasticity index values. Plasticity index values are directly proportional to percent swell in an expansive soil, thusaffectingtheswelling behavior of the soil- corn cob ash mixture. Thus, corn cob ash as an additive decreases the swelling, and increases the strength of the black cotton soil. REFERENCES: 1. AASHTO (1986). Standard for transportation materials and methods of sampling and testing, fourteenth edition. AASHTO: Washington, DC. 2. Adesanya, D. A., and Raheem, A. A. (2009a). A study of the workability andcompressive strength characteristics of corn cob ash blended cement concrete.Construction and Building Materials, 23, pp 311-317. 3. Adesanya, D. A., and Raheem, A. A. (2009b). Development of corn cob ash blendedcement. Construction and Building Materials, 23, pp 347- 352.
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 | June 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2552 4. Akinwumi, I. I., Adeyeri, J. B., and Ejohwomu, O. A. (2012). Effects of steel slagadditionontheplasticity, strength and permeability of a lateritic soil, in 2nd International Conference of Sustainable Design, Engineering and Construction proceedings, ASCE, Texas, 457-464. 5. Akinwumi, I. I., Diwa, D., and Obianigwe, N. (2014a). Effects of crude oil contamination on the index properties, strength and permeability of lateritic clay. International Journal of Applied Sciences and Engineering Research, 3(4), pp 816-824. 6. Akinwumi, I. I., Maiyaki, U., Adubi, S., Daramola, S., and Ekanem, B. (2014b). Effects of waste engine oil contamination on the plasticity, strength and permeability of lateritic clay. International Journal of Scientific and Technology Research,3(9),pp331- 335. 7. Akinwumi, I. I. (2014a). Earth building construction processes in Benin City, Nigeria and engineering classification of earth materialsused.IndianJournal of Traditional Knowledge, 13(4), pp 686-690. 8. Akinwumi, I. I. (2014b). Soil modification by the application of steel slag. PeriodicaPolytechnicaCivil Engineering, 58(4), pp 371-377. 9. Akinwumi, I. I. (2014c). Plasticity, strength and permeability of reclaimed asphalt pavement and lateritic soil blends. International Journal of Scientific and Engineering Research, 5(6), pp 631- 636. 10. ASTM (1992). Annual book of ASTM standards. American society for testing and materials, ASTM International: West Conshohocken, PA. 11. ASTM C618 (2003). Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete. American society for testing and materials, ASTM International:WestConshohocken, PA. 12. Awoyera, P., and Akinwumi, I. I. (2014). Compressive strength development forcement, lime and termite-hill stabilised lateritic bricks. The International Journal ofEngineering and Science, 3(2), 37-43.
Download now