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• TOPICS TO BE COVERED
• CLASSIFICATION OF ROCKS
• QUALITIES OF STONES
• USES
PRESENTATION BY
UTKARSH JAIN
 IT IS CLASSIFIED BASED ON
1. GEOLOGICAL CLASSIFICATION
2. PHYSICAL CLASSIFICATION
3. CHEMICAL CLASSIFICATION
THESE ARE OF 3 TYPES
1. IGNEOUS ROCK
2. SEDIMENTRY ROCK
3. METAMORPHIC ROCK
• FORMED BY COOLING OF MAGMA
• ARE OF 3 TYPES
1.PLUTONIC ROCK.
• FORMATION: AT CONSIDERABLE DEPTH.
• COOLING : SLOW .
• STRUCTURE : COARSELY GRAINED
• EXAMPLE: GRANITE
2. HYPABYSSAL ROCK.
• FORMATION:AT RELATIVELY SHALLOW DEPTH.
• COOLING :QUICK.
• STRUCTURE : FINELY GRAINED.
• EXAMPLE : DOLERITE.
3.VOLCANIC ROCK.
• FORMATION: AT EARTH’S SURFACE.
• COOLING : VERY RAPID.
• STRUCTURE: VERY FINELY GRAINED.
• EXAMPLE : BASALT.
• FORMED BY PRODUCT OF WEATHERING OF PRE EXISTING
ROCK.
• EXAMPLE: SAND STONE, LIMESTONE
• FORMATION: BY CHANGE IN CHARACTERSTICS OF PRE EXISTING
ROCKS.
• METAMORPHISM:CHANGE IN CHARACTER DUE TO HEAT &PRESSURE OF
IGNEOUS AND SEDIMENTRY ROCKS.
• TYPES
1. THERMAL METAMORPHISM: HEAT IS PREDOMINANT
2. CATACLASTIC METAMORPHISM:METAMORPHISM BOUGHT BY DIRECT
PRESSURE.
3. DYNAMO THERMAL METAMORPHISM: BOUGHT BY HEAT WITH
COMBINATION OF STRESS.
4. PLUTONIC METAMORPHISM:BOUGHT BY UNIFORM PRESSURE HEAT
• EXAMPLE : QUARTZILE,MARBLE
• CLASSIFIED INTO 3 TYPES
1. STRATIFIED
2. UNSTRATIFIED
3. FOLIATED
• POSSESSES PLANES OF STRATIFICATION OR CLEAVAGE
• CAN BE EASILY SPLIT INTO OR ALONG PLANES.
• EXAMPLE : SEDIMENTRY ROCKS
• DO NOT POSSESES PLANE OF STRATIFICATION.
• STRUCTURE:CRYSTALLINE GRANULAR OR COMPACT
GRANULAR
• EXAMPLE :IGNEOUS ROCKS
• HAVE TENDENCY TO SPLIT UP.
• SPLITS ONLY IN DEFINITE DIRECTION.
• EXAMPLE: METAMORPHIC ROCK
• THESE ARE OF THREE TYPES
1. SILICEOUS ROCK.
2. CALCAREOUS ROCK.
3. AGRILLACEOUS ROCK.
• SILICA PREDOMINATES.
• ARE HARD & DURABLE.
• NOT AFFECTED BY WEATHERING.
• EXAMPLE :GRANITE , QUARTZILE.
• CALCIUM CARBONATE PREDOMINATES.
• DURABILITY:DEPENDS ON CONSTITUENTS PRESENT IN
SURROUNDING ATMOSPHERE.
• EXAMPLE:LIMESTONE,MARBLE
• CLAY PREDOMINATES.
• ARE DENSE AND COMPACTED OR MAY BE SOFT
• HARD AND DURABLE BUT BRITTLE.
• EXAMPLE:SLATES, LATERITES.
1.APPEARANCE.
• HAVE FINE,COMPACT STRUCTURE.
• LIGHT COLOURED STONES PERFFERED.
2. STRUCTURE.
• HAVE UNIFORM TEXTURE
• SHOULD BE FREE FROM CAVITIES,CRACKS AND PATCHES.
3.STRENGTH.
• SHOULD BE STRONG AND DURABLE.
• COMPRESSIVE STRENGTH B/W 60-200 NEWTON/METRE
SQUARE
4.WEIGHT.
• INDICATES POROSITY &DENSITY.
• FOR DAMS ETC: HEAVY STONES.
• FOR DOMES ETC: LIGHT STONES.
5.HARDNESS.
• IMP FOR FLOORS,PAVEMENTS ETC
6.TOUGHNESS.
• MESURE OF IMPACT THAT CAN BE WITHSATND
7.SEASONING
8.WEATHERING
• RESISTANCE OF WEAR AND TEAR DUE TO NATURAL
AGENCIES :HIGH
9.SPECIFIC GRAVITY
• MUST LIE B/W 2.3-2.5
10.WORKABLITY.
1.STRUCTURES.
• FOR FOUNDATIONS ,WALLS ETC.
2.FACE WORKS.
• TO GIVE APPEARANCE TO STRUCTURES.
3.PAVING STONES.
• TO COVER FLOORS OF BUILDINGS.
4.BASIC MATERIAL.
• STONES ARE DISINTEGRATED FOR CEMENTS,MOOROMS
ETC.
5 MISCELLANEOUS.
• BALLAST FOR RAILWAYS ETC.
• INERT MATERIAL IN CONCRETE MIX

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Rocks and stones

  • 1. • TOPICS TO BE COVERED • CLASSIFICATION OF ROCKS • QUALITIES OF STONES • USES PRESENTATION BY UTKARSH JAIN
  • 2.  IT IS CLASSIFIED BASED ON 1. GEOLOGICAL CLASSIFICATION 2. PHYSICAL CLASSIFICATION 3. CHEMICAL CLASSIFICATION
  • 3. THESE ARE OF 3 TYPES 1. IGNEOUS ROCK 2. SEDIMENTRY ROCK 3. METAMORPHIC ROCK
  • 4. • FORMED BY COOLING OF MAGMA • ARE OF 3 TYPES 1.PLUTONIC ROCK. • FORMATION: AT CONSIDERABLE DEPTH. • COOLING : SLOW . • STRUCTURE : COARSELY GRAINED • EXAMPLE: GRANITE
  • 5. 2. HYPABYSSAL ROCK. • FORMATION:AT RELATIVELY SHALLOW DEPTH. • COOLING :QUICK. • STRUCTURE : FINELY GRAINED. • EXAMPLE : DOLERITE.
  • 6. 3.VOLCANIC ROCK. • FORMATION: AT EARTH’S SURFACE. • COOLING : VERY RAPID. • STRUCTURE: VERY FINELY GRAINED. • EXAMPLE : BASALT.
  • 7. • FORMED BY PRODUCT OF WEATHERING OF PRE EXISTING ROCK. • EXAMPLE: SAND STONE, LIMESTONE
  • 8. • FORMATION: BY CHANGE IN CHARACTERSTICS OF PRE EXISTING ROCKS. • METAMORPHISM:CHANGE IN CHARACTER DUE TO HEAT &PRESSURE OF IGNEOUS AND SEDIMENTRY ROCKS. • TYPES 1. THERMAL METAMORPHISM: HEAT IS PREDOMINANT 2. CATACLASTIC METAMORPHISM:METAMORPHISM BOUGHT BY DIRECT PRESSURE. 3. DYNAMO THERMAL METAMORPHISM: BOUGHT BY HEAT WITH COMBINATION OF STRESS. 4. PLUTONIC METAMORPHISM:BOUGHT BY UNIFORM PRESSURE HEAT • EXAMPLE : QUARTZILE,MARBLE
  • 9. • CLASSIFIED INTO 3 TYPES 1. STRATIFIED 2. UNSTRATIFIED 3. FOLIATED
  • 10. • POSSESSES PLANES OF STRATIFICATION OR CLEAVAGE • CAN BE EASILY SPLIT INTO OR ALONG PLANES. • EXAMPLE : SEDIMENTRY ROCKS
  • 11. • DO NOT POSSESES PLANE OF STRATIFICATION. • STRUCTURE:CRYSTALLINE GRANULAR OR COMPACT GRANULAR • EXAMPLE :IGNEOUS ROCKS
  • 12. • HAVE TENDENCY TO SPLIT UP. • SPLITS ONLY IN DEFINITE DIRECTION. • EXAMPLE: METAMORPHIC ROCK
  • 13. • THESE ARE OF THREE TYPES 1. SILICEOUS ROCK. 2. CALCAREOUS ROCK. 3. AGRILLACEOUS ROCK.
  • 14. • SILICA PREDOMINATES. • ARE HARD & DURABLE. • NOT AFFECTED BY WEATHERING. • EXAMPLE :GRANITE , QUARTZILE.
  • 15. • CALCIUM CARBONATE PREDOMINATES. • DURABILITY:DEPENDS ON CONSTITUENTS PRESENT IN SURROUNDING ATMOSPHERE. • EXAMPLE:LIMESTONE,MARBLE
  • 16. • CLAY PREDOMINATES. • ARE DENSE AND COMPACTED OR MAY BE SOFT • HARD AND DURABLE BUT BRITTLE. • EXAMPLE:SLATES, LATERITES.
  • 17. 1.APPEARANCE. • HAVE FINE,COMPACT STRUCTURE. • LIGHT COLOURED STONES PERFFERED. 2. STRUCTURE. • HAVE UNIFORM TEXTURE • SHOULD BE FREE FROM CAVITIES,CRACKS AND PATCHES.
  • 18. 3.STRENGTH. • SHOULD BE STRONG AND DURABLE. • COMPRESSIVE STRENGTH B/W 60-200 NEWTON/METRE SQUARE 4.WEIGHT. • INDICATES POROSITY &DENSITY. • FOR DAMS ETC: HEAVY STONES. • FOR DOMES ETC: LIGHT STONES.
  • 19. 5.HARDNESS. • IMP FOR FLOORS,PAVEMENTS ETC 6.TOUGHNESS. • MESURE OF IMPACT THAT CAN BE WITHSATND 7.SEASONING 8.WEATHERING • RESISTANCE OF WEAR AND TEAR DUE TO NATURAL AGENCIES :HIGH
  • 20. 9.SPECIFIC GRAVITY • MUST LIE B/W 2.3-2.5 10.WORKABLITY.
  • 21. 1.STRUCTURES. • FOR FOUNDATIONS ,WALLS ETC. 2.FACE WORKS. • TO GIVE APPEARANCE TO STRUCTURES. 3.PAVING STONES. • TO COVER FLOORS OF BUILDINGS. 4.BASIC MATERIAL. • STONES ARE DISINTEGRATED FOR CEMENTS,MOOROMS ETC. 5 MISCELLANEOUS. • BALLAST FOR RAILWAYS ETC. • INERT MATERIAL IN CONCRETE MIX