SlideShare uma empresa Scribd logo
1 de 8
ROCK MECHANICS
Submitted by Abhineet Godayal
M.Tech GeoTechnical Engg.
 Durability may be defined as resistance to
destruction. If a rock mass is more durable,
it will last for a longer period when put to an
use.
 Durability of rock mass will depend on the
nature of environment against which it is
going to be used
 In other words, the durability depends on
climate and atmosphere and the amount of
exposure of rock mass.
 Which reduce the durability of rock mass are
-Hydration, Slaking, Solution, Oxidation,
Abrasion etc. These may act alone and in
combination.
 Rock mass starts changing as soon as a fresh
surface is exposed to the atmosphere. The
process of decay retards with time.
 Hence before using a rock mass , its degree
of decay or its durability , has to be
ascertained
 To describe the ranking of rock durability ,
an index is commonly used and it is known as
‘SLAKE DURABILITY INDEX’
 This test is done to find out the resistance
offered by a rock sample to weakening and
disintegration when subjected to two
standard cycles of drying and wetting in a
slaking fluid usually water.
 Gamble proposed a test to determine the
slake durability index(Id).
 500 gm of dry rock is broken into 10 pieces and
put into a drum of 140 mm dia and 100 mm
length.
 The cylindrical wall of drum is made of sieve
mesh of 2mm openings.
 The drum is turned in water bath for 10 minutes
at a rate of 20 rpm.
 The sample in the drum is dried(105+ 50c) and
again rotated for 10 minutes at the rate of
20rpm.
 The sample of drum is collected and dried. The
percent of rock retained in the drum (on dry
weight basis) is known as slake durability index
(Id).
 Slake durability Index=
Weight of Rock sample retained (Dry) X 100
Total Weight of Rock sample taken
Group % Retained after
one 10 minute cycle
% Retained after
two 10 minute cycle
Very high Durability > 99 >98
High Durability 98-99 95-98
Medium high
Durability
95-98 85-95
Medium Durability 85-95 60-85
Low Durability 60-85 30-60
Very Low Durability <60 <30

Mais conteúdo relacionado

Mais procurados

Geotechnical investigations for tunnelling
Geotechnical  investigations for tunnellingGeotechnical  investigations for tunnelling
Geotechnical investigations for tunnellingProf. A.Balasubramanian
 
Physico-Mechanical properties of rock materials
Physico-Mechanical properties of rock materialsPhysico-Mechanical properties of rock materials
Physico-Mechanical properties of rock materialsUlimella Siva Sankar
 
Index properties of rocks
Index properties of rocksIndex properties of rocks
Index properties of rocksZeeshan Afzal
 
Rock Drilling, Sampling & Testing
Rock Drilling, Sampling & TestingRock Drilling, Sampling & Testing
Rock Drilling, Sampling & TestingSARASWATI PATHARIYA
 
Dams, Types of dams
Dams, Types of damsDams, Types of dams
Dams, Types of damsRAHUL SINHA
 
MOHR COULOMB FAILURE CRITERION
MOHR COULOMB FAILURE CRITERIONMOHR COULOMB FAILURE CRITERION
MOHR COULOMB FAILURE CRITERIONShah Naseer
 
Geological site investigation for Civil Engineering Foundations
Geological site investigation for Civil Engineering FoundationsGeological site investigation for Civil Engineering Foundations
Geological site investigation for Civil Engineering FoundationsDr.Anil Deshpande
 
methods of sub-surface exploration, methods of boring, number, location and d...
methods of sub-surface exploration, methods of boring, number, location and d...methods of sub-surface exploration, methods of boring, number, location and d...
methods of sub-surface exploration, methods of boring, number, location and d...Prajakta Lade
 
Haul road design
Haul road designHaul road design
Haul road designVR M
 
Seismic method soil exploration
Seismic method soil explorationSeismic method soil exploration
Seismic method soil explorationSANJEEV Wazir
 

Mais procurados (20)

Lecture 6 p
Lecture 6 pLecture 6 p
Lecture 6 p
 
5 rock properties
5 rock properties5 rock properties
5 rock properties
 
Geotechnical investigations for tunnelling
Geotechnical  investigations for tunnellingGeotechnical  investigations for tunnelling
Geotechnical investigations for tunnelling
 
Engineering Geology Lecture 1
Engineering Geology Lecture 1Engineering Geology Lecture 1
Engineering Geology Lecture 1
 
Applicability of hydraulic mining
Applicability of hydraulic miningApplicability of hydraulic mining
Applicability of hydraulic mining
 
Physico-Mechanical properties of rock materials
Physico-Mechanical properties of rock materialsPhysico-Mechanical properties of rock materials
Physico-Mechanical properties of rock materials
 
Index properties of rocks
Index properties of rocksIndex properties of rocks
Index properties of rocks
 
Rock Drilling, Sampling & Testing
Rock Drilling, Sampling & TestingRock Drilling, Sampling & Testing
Rock Drilling, Sampling & Testing
 
2 tunnels
2 tunnels2 tunnels
2 tunnels
 
Dams, Types of dams
Dams, Types of damsDams, Types of dams
Dams, Types of dams
 
MOHR COULOMB FAILURE CRITERION
MOHR COULOMB FAILURE CRITERIONMOHR COULOMB FAILURE CRITERION
MOHR COULOMB FAILURE CRITERION
 
Geotechnical properties of rocks
Geotechnical  properties  of rocksGeotechnical  properties  of rocks
Geotechnical properties of rocks
 
Types of slope failures
Types of slope failuresTypes of slope failures
Types of slope failures
 
Geological site investigation for Civil Engineering Foundations
Geological site investigation for Civil Engineering FoundationsGeological site investigation for Civil Engineering Foundations
Geological site investigation for Civil Engineering Foundations
 
Drilling
Drilling Drilling
Drilling
 
methods of sub-surface exploration, methods of boring, number, location and d...
methods of sub-surface exploration, methods of boring, number, location and d...methods of sub-surface exploration, methods of boring, number, location and d...
methods of sub-surface exploration, methods of boring, number, location and d...
 
Lecture 4: Underground Mining
Lecture 4: Underground MiningLecture 4: Underground Mining
Lecture 4: Underground Mining
 
Haul road design
Haul road designHaul road design
Haul road design
 
Seismic method soil exploration
Seismic method soil explorationSeismic method soil exploration
Seismic method soil exploration
 
Well logging
Well loggingWell logging
Well logging
 

Destaque

Schmidt's Hammer Rebound Value Analysis for finding Uniaxial Compressive Stre...
Schmidt's Hammer Rebound Value Analysis for finding Uniaxial Compressive Stre...Schmidt's Hammer Rebound Value Analysis for finding Uniaxial Compressive Stre...
Schmidt's Hammer Rebound Value Analysis for finding Uniaxial Compressive Stre...Jasmeet Singh Saluja
 
تجربة الضغط على نقطة Point load test 2013 full copy
تجربة الضغط على نقطة Point load test 2013 full copyتجربة الضغط على نقطة Point load test 2013 full copy
تجربة الضغط على نقطة Point load test 2013 full copyAli A. Alzahrani
 
Fundamentals of engineering geology
Fundamentals of engineering geologyFundamentals of engineering geology
Fundamentals of engineering geologyWan Zuhairi Yaacob
 
Engineering rock mechanics volume1
Engineering rock mechanics volume1Engineering rock mechanics volume1
Engineering rock mechanics volume1batbold113o
 
Quality control of concrete
Quality control of concreteQuality control of concrete
Quality control of concreteGaurang Kakadiya
 
Quality Control
Quality ControlQuality Control
Quality ControlCarul Push
 
Engineering Geology (Civil Engineering Applications)
Engineering Geology (Civil Engineering Applications)Engineering Geology (Civil Engineering Applications)
Engineering Geology (Civil Engineering Applications)GAURAV. H .TANDON
 
Quality Control
Quality ControlQuality Control
Quality Controlvishakeb
 

Destaque (13)

slake durability index experiment
slake durability index experimentslake durability index experiment
slake durability index experiment
 
Schmidt's Hammer Rebound Value Analysis for finding Uniaxial Compressive Stre...
Schmidt's Hammer Rebound Value Analysis for finding Uniaxial Compressive Stre...Schmidt's Hammer Rebound Value Analysis for finding Uniaxial Compressive Stre...
Schmidt's Hammer Rebound Value Analysis for finding Uniaxial Compressive Stre...
 
4
44
4
 
تجربة الضغط على نقطة Point load test 2013 full copy
تجربة الضغط على نقطة Point load test 2013 full copyتجربة الضغط على نقطة Point load test 2013 full copy
تجربة الضغط على نقطة Point load test 2013 full copy
 
Rock mechanics
Rock mechanicsRock mechanics
Rock mechanics
 
Engineering geology of dam
Engineering geology of damEngineering geology of dam
Engineering geology of dam
 
Fundamentals of engineering geology
Fundamentals of engineering geologyFundamentals of engineering geology
Fundamentals of engineering geology
 
UTM
UTMUTM
UTM
 
Engineering rock mechanics volume1
Engineering rock mechanics volume1Engineering rock mechanics volume1
Engineering rock mechanics volume1
 
Quality control of concrete
Quality control of concreteQuality control of concrete
Quality control of concrete
 
Quality Control
Quality ControlQuality Control
Quality Control
 
Engineering Geology (Civil Engineering Applications)
Engineering Geology (Civil Engineering Applications)Engineering Geology (Civil Engineering Applications)
Engineering Geology (Civil Engineering Applications)
 
Quality Control
Quality ControlQuality Control
Quality Control
 

Semelhante a Durability test for rock mass

construction material and technology
construction material and technologyconstruction material and technology
construction material and technologyRAHUL SINHA
 
Building stone stone masonry
Building stone   stone masonryBuilding stone   stone masonry
Building stone stone masonrySiddharth Siddhu
 
Todays lectuer WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW...
Todays lectuer WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW...Todays lectuer WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW...
Todays lectuer WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW...SadafQasim3
 
BMCT Mumbai University Module 2 Building Materials.pptx
BMCT Mumbai University Module 2 Building Materials.pptxBMCT Mumbai University Module 2 Building Materials.pptx
BMCT Mumbai University Module 2 Building Materials.pptxSachinPawarUCOE
 
Comparative studies on properties mould sands of different mesh sizes-review 2
Comparative studies on properties mould sands  of different mesh sizes-review 2Comparative studies on properties mould sands  of different mesh sizes-review 2
Comparative studies on properties mould sands of different mesh sizes-review 2Umesh Naralchitti
 
Effect of Sulphuric acid on High Performance Mortar, Civil Engineering
Effect of Sulphuric acid on High Performance Mortar, Civil EngineeringEffect of Sulphuric acid on High Performance Mortar, Civil Engineering
Effect of Sulphuric acid on High Performance Mortar, Civil EngineeringShe Sonam
 
Natural rocks in Civil engineering
Natural rocks in Civil engineeringNatural rocks in Civil engineering
Natural rocks in Civil engineeringAmira Abdallah
 
Assessment Of Quality Of Tiles Works & Washed Stone Grit Plaster Works
Assessment Of Quality Of Tiles Works & Washed Stone Grit Plaster Works  Assessment Of Quality Of Tiles Works & Washed Stone Grit Plaster Works
Assessment Of Quality Of Tiles Works & Washed Stone Grit Plaster Works Arvind Vishwakarma
 
Bharath review 33.pptx ,shi kumar , Tanikavalayan
Bharath review 33.pptx ,shi kumar , TanikavalayanBharath review 33.pptx ,shi kumar , Tanikavalayan
Bharath review 33.pptx ,shi kumar , TanikavalayanKumarS588171
 
experimental studies on high performance concrete using metakaolin
 experimental studies on high performance concrete using metakaolin experimental studies on high performance concrete using metakaolin
experimental studies on high performance concrete using metakaolinIjripublishers Ijri
 

Semelhante a Durability test for rock mass (20)

Unit 1
Unit 1Unit 1
Unit 1
 
construction material and technology
construction material and technologyconstruction material and technology
construction material and technology
 
Test on stones
Test on stonesTest on stones
Test on stones
 
Testing of stones
Testing of stonesTesting of stones
Testing of stones
 
Stones
StonesStones
Stones
 
Building stone stone masonry
Building stone   stone masonryBuilding stone   stone masonry
Building stone stone masonry
 
Sand testing
Sand testingSand testing
Sand testing
 
Stones by ar
Stones by arStones by ar
Stones by ar
 
Rm asi
Rm asiRm asi
Rm asi
 
Todays lectuer WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW...
Todays lectuer WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW...Todays lectuer WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW...
Todays lectuer WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW...
 
BMCT Mumbai University Module 2 Building Materials.pptx
BMCT Mumbai University Module 2 Building Materials.pptxBMCT Mumbai University Module 2 Building Materials.pptx
BMCT Mumbai University Module 2 Building Materials.pptx
 
Comparative studies on properties mould sands of different mesh sizes-review 2
Comparative studies on properties mould sands  of different mesh sizes-review 2Comparative studies on properties mould sands  of different mesh sizes-review 2
Comparative studies on properties mould sands of different mesh sizes-review 2
 
Effect of Sulphuric acid on High Performance Mortar, Civil Engineering
Effect of Sulphuric acid on High Performance Mortar, Civil EngineeringEffect of Sulphuric acid on High Performance Mortar, Civil Engineering
Effect of Sulphuric acid on High Performance Mortar, Civil Engineering
 
Natural rocks in Civil engineering
Natural rocks in Civil engineeringNatural rocks in Civil engineering
Natural rocks in Civil engineering
 
Properties of Sand
Properties of SandProperties of Sand
Properties of Sand
 
Assessment Of Quality Of Tiles Works & Washed Stone Grit Plaster Works
Assessment Of Quality Of Tiles Works & Washed Stone Grit Plaster Works  Assessment Of Quality Of Tiles Works & Washed Stone Grit Plaster Works
Assessment Of Quality Of Tiles Works & Washed Stone Grit Plaster Works
 
Bharath review 33.pptx ,shi kumar , Tanikavalayan
Bharath review 33.pptx ,shi kumar , TanikavalayanBharath review 33.pptx ,shi kumar , Tanikavalayan
Bharath review 33.pptx ,shi kumar , Tanikavalayan
 
How To Ensure Stone Quality
How To Ensure Stone QualityHow To Ensure Stone Quality
How To Ensure Stone Quality
 
Building materials
Building materialsBuilding materials
Building materials
 
experimental studies on high performance concrete using metakaolin
 experimental studies on high performance concrete using metakaolin experimental studies on high performance concrete using metakaolin
experimental studies on high performance concrete using metakaolin
 

Último

Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...Arindam Chakraborty, Ph.D., P.E. (CA, TX)
 
Block diagram reduction techniques in control systems.ppt
Block diagram reduction techniques in control systems.pptBlock diagram reduction techniques in control systems.ppt
Block diagram reduction techniques in control systems.pptNANDHAKUMARA10
 
Unit 2- Effective stress & Permeability.pdf
Unit 2- Effective stress & Permeability.pdfUnit 2- Effective stress & Permeability.pdf
Unit 2- Effective stress & Permeability.pdfRagavanV2
 
Call Girls Wakad Call Me 7737669865 Budget Friendly No Advance Booking
Call Girls Wakad Call Me 7737669865 Budget Friendly No Advance BookingCall Girls Wakad Call Me 7737669865 Budget Friendly No Advance Booking
Call Girls Wakad Call Me 7737669865 Budget Friendly No Advance Bookingroncy bisnoi
 
Unleashing the Power of the SORA AI lastest leap
Unleashing the Power of the SORA AI lastest leapUnleashing the Power of the SORA AI lastest leap
Unleashing the Power of the SORA AI lastest leapRishantSharmaFr
 
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
COST-EFFETIVE  and Energy Efficient BUILDINGS ptxCOST-EFFETIVE  and Energy Efficient BUILDINGS ptx
COST-EFFETIVE and Energy Efficient BUILDINGS ptxJIT KUMAR GUPTA
 
FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756
FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756
FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756dollysharma2066
 
Bhosari ( Call Girls ) Pune 6297143586 Hot Model With Sexy Bhabi Ready For ...
Bhosari ( Call Girls ) Pune  6297143586  Hot Model With Sexy Bhabi Ready For ...Bhosari ( Call Girls ) Pune  6297143586  Hot Model With Sexy Bhabi Ready For ...
Bhosari ( Call Girls ) Pune 6297143586 Hot Model With Sexy Bhabi Ready For ...tanu pandey
 
Thermal Engineering-R & A / C - unit - V
Thermal Engineering-R & A / C - unit - VThermal Engineering-R & A / C - unit - V
Thermal Engineering-R & A / C - unit - VDineshKumar4165
 
KubeKraft presentation @CloudNativeHooghly
KubeKraft presentation @CloudNativeHooghlyKubeKraft presentation @CloudNativeHooghly
KubeKraft presentation @CloudNativeHooghlysanyuktamishra911
 
chapter 5.pptx: drainage and irrigation engineering
chapter 5.pptx: drainage and irrigation engineeringchapter 5.pptx: drainage and irrigation engineering
chapter 5.pptx: drainage and irrigation engineeringmulugeta48
 
Thermal Engineering Unit - I & II . ppt
Thermal Engineering  Unit - I & II . pptThermal Engineering  Unit - I & II . ppt
Thermal Engineering Unit - I & II . pptDineshKumar4165
 
DC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equationDC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equationBhangaleSonal
 
Double Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torqueDouble Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torqueBhangaleSonal
 
Employee leave management system project.
Employee leave management system project.Employee leave management system project.
Employee leave management system project.Kamal Acharya
 

Último (20)

Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
 
Block diagram reduction techniques in control systems.ppt
Block diagram reduction techniques in control systems.pptBlock diagram reduction techniques in control systems.ppt
Block diagram reduction techniques in control systems.ppt
 
Unit 2- Effective stress & Permeability.pdf
Unit 2- Effective stress & Permeability.pdfUnit 2- Effective stress & Permeability.pdf
Unit 2- Effective stress & Permeability.pdf
 
Call Girls Wakad Call Me 7737669865 Budget Friendly No Advance Booking
Call Girls Wakad Call Me 7737669865 Budget Friendly No Advance BookingCall Girls Wakad Call Me 7737669865 Budget Friendly No Advance Booking
Call Girls Wakad Call Me 7737669865 Budget Friendly No Advance Booking
 
Call Now ≽ 9953056974 ≼🔝 Call Girls In New Ashok Nagar ≼🔝 Delhi door step de...
Call Now ≽ 9953056974 ≼🔝 Call Girls In New Ashok Nagar  ≼🔝 Delhi door step de...Call Now ≽ 9953056974 ≼🔝 Call Girls In New Ashok Nagar  ≼🔝 Delhi door step de...
Call Now ≽ 9953056974 ≼🔝 Call Girls In New Ashok Nagar ≼🔝 Delhi door step de...
 
Unleashing the Power of the SORA AI lastest leap
Unleashing the Power of the SORA AI lastest leapUnleashing the Power of the SORA AI lastest leap
Unleashing the Power of the SORA AI lastest leap
 
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
 
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
 
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
COST-EFFETIVE  and Energy Efficient BUILDINGS ptxCOST-EFFETIVE  and Energy Efficient BUILDINGS ptx
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
 
FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756
FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756
FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756
 
Bhosari ( Call Girls ) Pune 6297143586 Hot Model With Sexy Bhabi Ready For ...
Bhosari ( Call Girls ) Pune  6297143586  Hot Model With Sexy Bhabi Ready For ...Bhosari ( Call Girls ) Pune  6297143586  Hot Model With Sexy Bhabi Ready For ...
Bhosari ( Call Girls ) Pune 6297143586 Hot Model With Sexy Bhabi Ready For ...
 
Thermal Engineering-R & A / C - unit - V
Thermal Engineering-R & A / C - unit - VThermal Engineering-R & A / C - unit - V
Thermal Engineering-R & A / C - unit - V
 
(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7
(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7
(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7
 
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak HamilCara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
 
KubeKraft presentation @CloudNativeHooghly
KubeKraft presentation @CloudNativeHooghlyKubeKraft presentation @CloudNativeHooghly
KubeKraft presentation @CloudNativeHooghly
 
chapter 5.pptx: drainage and irrigation engineering
chapter 5.pptx: drainage and irrigation engineeringchapter 5.pptx: drainage and irrigation engineering
chapter 5.pptx: drainage and irrigation engineering
 
Thermal Engineering Unit - I & II . ppt
Thermal Engineering  Unit - I & II . pptThermal Engineering  Unit - I & II . ppt
Thermal Engineering Unit - I & II . ppt
 
DC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equationDC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equation
 
Double Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torqueDouble Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torque
 
Employee leave management system project.
Employee leave management system project.Employee leave management system project.
Employee leave management system project.
 

Durability test for rock mass

  • 1. ROCK MECHANICS Submitted by Abhineet Godayal M.Tech GeoTechnical Engg.
  • 2.  Durability may be defined as resistance to destruction. If a rock mass is more durable, it will last for a longer period when put to an use.  Durability of rock mass will depend on the nature of environment against which it is going to be used  In other words, the durability depends on climate and atmosphere and the amount of exposure of rock mass.
  • 3.  Which reduce the durability of rock mass are -Hydration, Slaking, Solution, Oxidation, Abrasion etc. These may act alone and in combination.  Rock mass starts changing as soon as a fresh surface is exposed to the atmosphere. The process of decay retards with time.  Hence before using a rock mass , its degree of decay or its durability , has to be ascertained
  • 4.  To describe the ranking of rock durability , an index is commonly used and it is known as ‘SLAKE DURABILITY INDEX’  This test is done to find out the resistance offered by a rock sample to weakening and disintegration when subjected to two standard cycles of drying and wetting in a slaking fluid usually water.
  • 5.  Gamble proposed a test to determine the slake durability index(Id).
  • 6.  500 gm of dry rock is broken into 10 pieces and put into a drum of 140 mm dia and 100 mm length.  The cylindrical wall of drum is made of sieve mesh of 2mm openings.  The drum is turned in water bath for 10 minutes at a rate of 20 rpm.  The sample in the drum is dried(105+ 50c) and again rotated for 10 minutes at the rate of 20rpm.  The sample of drum is collected and dried. The percent of rock retained in the drum (on dry weight basis) is known as slake durability index (Id).
  • 7.  Slake durability Index= Weight of Rock sample retained (Dry) X 100 Total Weight of Rock sample taken
  • 8. Group % Retained after one 10 minute cycle % Retained after two 10 minute cycle Very high Durability > 99 >98 High Durability 98-99 95-98 Medium high Durability 95-98 85-95 Medium Durability 85-95 60-85 Low Durability 60-85 30-60 Very Low Durability <60 <30