IS 11231975AI Search Enabled✦ AI Generated

Method of identification of natural building stones

IS 1123:1975 specifies the standardized method for identifying common types of natural building stones found in India. It guides engineers, architects, and researchers in selecting representative stone samples and examining their macroscopic characteristics such as color, texture, structure, and mineral composition. This standard supports accurate classification of stones to ensure appropriate use in construction, decorative works, and infrastructure projects.

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What This Standard Covers

IS 1123:1975 specifies the standardized method for identifying common types of natural building stones found in India. It guides engineers, architects, and researchers in selecting representative stone samples and examining their macroscopic characteristics such as color, texture, structure, and mineral composition. This standard supports accurate classification of stones to ensure appropriate use in construction, decorative works, and infrastructure projects.

Who Uses This Standard

  • Civil Engineers
  • Geologists
  • Architects
  • Construction Material Researchers
  • Quality Control Inspectors
  • Mining and Quarrying Professionals
  • Laboratory Technicians in Stone Testing

Key Topics Covered

Sample selection procedures
Macroscopic examination of stones
Identification criteria for igneous, sedimentary, and metamorphic rocks
Classification based on color, texture, and mineralogy
Physical and engineering properties overview
Reporting and documentation requirements
Use of stones in construction and decorative applications
Common natural building stones in India
Inspection of quarry and field stones
Petrographic characteristics
Strength and durability considerations
Guidance on stone grading

Table of Contents

1Scope

IS 1123 - Scope & Key Specifications Summary

Scope (Clause 3.2):

  • Identification of building stones based on physical and engineering properties.
  • Classification of stones into Igneous, Sedimentary, and Metamorphic types.
  • Use of Table 1 for characteristics and engineering properties.

Key Table: Characteristics of Building Stones (Excerpt from Table 1)

TypeColourTexture & StructureMineralogical CompositionSpecific GravityCompressive Strength (kg/cm²)Uses
GraniteWhite to pinkCoarse-grainedQuartz, feldspar, mica, amphiboles2.5 - 2.82000 - 6000Bridge piers, dams, pavements
Basalt (Deccan Trap)Dark grey to blackMedium grained, compactPlagioclase feldspar, pyroxene, olivine2.6 - 3.01500 - 3000Heavy structures, masonry
SandstoneVariableStratified, fine to coarseMainly quartz with feldspar1.85 - 2.7200 - 1700Masonry, dams, ornamental stone

Important Notes:

  • Stones should be free from flaws, joints, and fractures for structural use.
  • Engineering properties like compressive strength, tensile strength, porosity, and modulus of elasticity guide suitability.
  • Use Table 1 for selecting stones based on project requirements.

flowchart LR
    A[Identify Rock Type] --> B{Rock Class}
    B -->|Igneous| C[Granite / Basalt / Syenite]
    B -->|Sedimentary| D[Sandstone / Limestone]
    B -->|Metamorphic| E[Schist / Quartzite]
    C --> F[Check Engineering Properties]
    D --> F
    E --> F
    F --> G[Select Stone Based on Use & Strength]

For detailed engineering design, refer to IS 1123 Table 1 and follow guidelines on reporting and sample identification (Clause 4.1).

2Selection of Sample

IS 1123: Selection of Sample for Natural Building Stones

Key Specifications:

  • Sample Source: Fresh, unweathered rock from quarry ledge or natural outcrop.
  • Sample Size: Minimum 25 kg per distinct stratum.
  • Sampling Method:
    • Inspect quarry face for variations in color, texture, structure.
    • Collect separate samples from each visually different stratum.
    • Exclude damaged pieces (blasting, wedges, heating).

Summary Table:

ClauseRequirementDetails
2.1Sample typeFresh, unweathered stone
2.2Sample selection authorityPurchaser or authorized rep.
2.2.1Sample source & sizeQuarry ledge; ≥ 25 kg per stratum
ExclusionsNo damaged stones

Notes:

  • Adequate size ensures enough material for all required tests.
  • Sampling must represent all visible variations to ensure stone grade consistency.
flowchart TD
    A[Inspect Quarry Face] --> B{Variations?}
    B -- Yes --> C[Collect ≥ 25 kg Sample per Variation]
    B -- No --> D[Collect ≥ 25 kg Sample]
    C & D --> E[Exclude Damaged Stones]
    E --> F[Prepare Test Pieces]

This ensures representative sampling for reliable stone identification and testing.

3Identification of Stones

IS 1123: Identification of Natural Building Stones - Key Points

1. Reporting (Clause 4.1)

  • Report date of sample taken, identification of sample, and type of stone.

2. Characteristics of Building Stones (Table 1, Clause 3.2)

PropertyDescription/Values
ColourVaries by type (e.g., granite: white to pink)
Texture & StructureCoarse/fine grained, compact, stratified, etc.
Mineralogical CompositionQuartz, feldspar, mica, amphiboles, etc.
Specific GravityTypically 2.6 to 3.0 for igneous rocks
Compressive StrengthRanges from 200 kg/cm² (sandstone) to 6000 kg/cm² (granite)
Tensile & Shear StrengthTensile: 40-300 kg/cm²; Shear: 80-600 kg/cm²
Porosity0-25% depending on stone type
Resistance to Abrasion1.5% to 18.9%
Modulus of Elasticity0.5 × 10⁵ to 11 × 10⁵ kg/cm²

3. Common Stone Types & Uses

  • Granite: High strength, used for bridges, dams, monuments.
  • Basalt: Dense, used for heavy structures, pavements.
  • Sandstone: Used in masonry, dams, ornamental stone.
  • Syenite, Trachyte, Andesite: Used as dimension stones or aggregates.

4. Identification Procedure (Summary)

  • Examine colour, texture, mineral composition.
  • Test physical properties: specific gravity, strength, porosity.
  • Check for flaws, joints, fractures affecting usability.

Example: Granite Properties Snapshot

PropertyValue
Specific Gravity2.6 - 2.75
Compressive Strength2000 - 6000 kg/cm²
Porosity0.5 -
4Reporting

IS 1123 - Reporting on Building Stones: Key Points

Reporting Requirements (Clause 4.1)

  • Report must include:
    • Date of sample collection
    • Sample identification
    • Type of stone (refer Table 1 for classification)

Table 1: Characteristics & Engineering Properties of Building Stones (Clause 3.2)

PropertyDescription / Values
Type of StoneIgneous, Sedimentary, Metamorphic (see Table 1)
ColourVaries by stone type (e.g., granite: white to pink)
Texture & StructureFine to coarse-grained, schistose, slaty, etc.
Mineralogical CompositionQuartz, feldspar, mica, hornblende, etc.
Specific GravityTypical range: 2.3 to 3.0
Compressive Strength200 to 3500 kg/cm² depending on stone type
Tensile & Shear StrengthTensile: 40-300 kg/cm²; Shear: 80-600 kg/cm²
Porosity (%)0.1 to 25%
Resistance to Abrasion (%)1.5 to 19.5
Modulus of Elasticity (kg/cm²)0.5 × 10⁵ to 11 × 10⁵

Usage & Availability Notes

  • Granites and basalts are preferred for heavy structures like dams, bridges.
  • Sedimentary stones like sandstone are used for masonry and ornamental works.
  • Metamorphic stones like slate are used for roofing and tiles.

Summary Diagram: Reporting Flow

flowchart TD
    A[Sample Collection] --> B[Record Date & ID]
    B --> C[Identify Stone Type]
    C --> D[Refer Table 1 for Properties]
    D --> E[Report Preparation]
    E --> F[Submission to BIS/Client]

Note: Use Table 1 from IS 1123 for detailed stone classification and engineering properties during reporting. Always specify sample details and stone type for clarity and traceability.

5Characteristics of Building Stones

IS 1123: Characteristics of Building Stones – Key Data

PropertyDescription / Typical Range
Specific Gravity2.31 to 3.04 (varies by stone type)
Compressive Strength200 to 6000 kg/cm² (granite ~2000-6000 kg/cm²; basalt ~1500-3000 kg/cm²)
Tensile Strength40 to 300 kg/cm² (varies widely)
Shear Strength80 to 400 kg/cm²
Porosity0.1% to 25% (lower porosity preferred for durability)
Resistance to Abrasion1.5% to 20% (lower is better)
Modulus of Elasticity3.5 × 10⁵ to 11 × 10⁵ kg/cm²

Typical Stone Types & Uses:

  • Granite: Light to pink, quartz/feldspar; high strength; used for bridges, monuments, pavements.
  • Basalt (Deccan Trap): Dark grey/black, medium grain; used for heavy structures, road metal.
  • Sandstone: Stratified, quartz-rich; masonry, dams, ornamental stone.
  • Slate: Fine-grained, fissile; roofing, tiles.
  • Khondalite & Schists: Used in blocks/slabs, but may weather easily.

Notes:

  • Stones must be free from flaws, joints, and fractures for structural use.
  • Porosity and abrasion resistance directly affect durability.
  • Identification includes color, texture, mineralogy, and engineering properties.
flowchart LR
    A[Building Stones] --> B[Physical Properties]
    B --> C[Specific Gravity]
    B --> D[Strength (Compressive, Tensile, Shear)]
    B --> E[Porosity & Abrasion Resistance]
    B --> F[Modulus of Elasticity]
    A --> G[Uses]
    G --> H[Structural (Bridges, Dams)]
    G --> I[Decorative (Monuments, Tiles)]

Reference: IS 1123 Table 1, Clause 3.2 for detailed stone characteristics

6Classification of Stones

Classification of Stones as per IS 1123

IS 1123 classifies natural building stones mainly by rock type, physical properties, and engineering characteristics.


Key Rock Classes & Properties (from Table 1, Clause 3.2)

Rock ClassColour RangeTexture & StructureMineral CompositionSpecific GravityCompressive Strength (kg/cm²)Porosity (%)Uses
Igneous RocksWhite, grey, pink, blackMedium to coarse-grainedQuartz, feldspar, mica, amphiboles2.6 - 3.01500 - 60000.1 - 1.0Bridge piers, dams, pavements
GraniteLight grey to pinkCoarse-grained, jointedQuartz, feldspar, biotite2.6 - 2.72000 - 60000.5 - 1.0Monumental buildings, kerbs
Basalt (Deccan Trap)Dark grey to blackFine to medium grainedPlagioclase feldspar, pyroxene2.6 - 3.01500 - 30000.1 - 1.0Heavy structures, aggregates
SyeniteLight to dark green/greyMedium grainedAlkali feldspar, hornblende2.6 - 2.76000 - 8000LowSame as granite
Sedimentary RocksVariesStratified, fine to coarseQuartz, feldspar, clay minerals1.85 - 2.7200 - 17005 - 25Masonry, paving, ornamental
SandstoneVarious (depends on matrix)Fine to coarse grainedQuartz, feldspar1.85 - 2.7200 - 17005 - 25Masonry, dams,
7Physical and Engineering Properties

IS 1123: Physical & Engineering Properties of Building Stones

Key Specifications (from Table 1, Clause 3.2):

PropertyTypical Range / Notes
Specific Gravity2.35 to 3.04 (varies by rock type)
Compressive Strength200 to 6000 kg/cm² (granite, basalt, sandstone etc.)
Shear Strength80 to 600 kg/cm²
Tensile Strength40 to 300 kg/cm²
Porosity0.1% to 25% (lower for igneous rocks like basalt)
Resistance to Abrasion1.5% to 18.9% (higher is better)
Modulus of Elasticity0.5 × 10⁵ to 11 × 10⁵ kg/cm²

Common Rock Types & Uses:

  • Granite: High strength (2×10⁵ to 6×10⁵ kg/cm²), used for heavy structures, pavements, monuments.
  • Basalt: Medium to high strength (1500-3000 kg/cm²), suitable for bridge piers, river walls.
  • Sandstone: Moderate strength (200-1700 kg/cm²), used in masonry, dams.
  • Slate: Low to medium strength (1000-2000 kg/cm²), used for roofing, tiles.

Notes:

  • Strength and other properties depend on mineral composition and texture.
  • Porosity affects durability; lower porosity means better resistance to weathering.
  • Joints and fractures reduce effective strength and usability.

Formula for Modulus of Elasticity (E):

[ E = \frac{\sigma}{\epsilon} ] Where:

  • ( \sigma ) = stress (kg/cm²)
  • ( \epsilon ) = strain (dimensionless)

Summary Diagram (Rock Properties & Uses)

graph TD
    A[Building Stones] --> B[Igneous Rocks]
    A --> C[Sedimentary Rocks]
    B --> D[Granite]
    B --> E[Basalt]
    C --> F[Sandstone]
    C --> G[
8Use of Stones

Use of Stones - Key Specifications from IS 1123

Sampling & Inspection (Clauses 2.2.1 & 2.2.2)

  • Samples: Minimum 25 kg from each stratum differing in colour, texture, structure.
  • Inspection: Check quarry face or field stones for variations, joints, fractures, and flaws.
  • Reject: Stones damaged by blasting, heating, or with cracks and joints unsuitable for homogeneous blocks.

Physical & Engineering Properties (Table 1 Highlights)

TypeSpecific GravityCompressive Strength (kg/cm²)Tensile Strength (kg/cm²)Porosity (%)Modulus of Elasticity (kg/cm²)Uses
Granite2.6-2.752×10⁵ to 6×10⁵100-3000.1-1.06×10⁵ to 10×10⁵Bridge piers, pavements, monuments
Basalt2.6-3.01500-3000100-3000-1.06×10⁵ to 11×10⁵Heavy structures, road metal
Sandstone1.85-2.7200-170040-2505-250.5×10⁵ to 8×10⁵Masonry, dams, ornamental stones
Slate2.6-2.71000-200070-2000.1-1.6-Roofing, slabs, tiles
Marble2.6-2.81000-2500100-3000.1-1.02×10⁵ to 6×10⁵Ornamental, flooring, monuments

Important Notes

  • Stones must be free from flaws, cracks, joints to ensure durability.
  • Porosity affects durability; lower porosity preferred for
9Inspection of Quarry and Field Stones

Inspection of Quarry and Field Stones (IS 1123)

Key Clauses:

  • Clause 2.2.1 (Quarry Stones):

    • Inspect quarry face for strata variation (color, texture, structure).
    • Collect ≥ 25 kg samples from each distinct stratum.
    • Exclude damaged pieces (blasting, wedges, heating).
  • Clause 2.2.2 (Field Stones and Boulders):

    • Conduct detailed inspection over supply area.
    • Record types and conditions of stones.
    • Select separate samples for each class based on visual inspection.
  • Clause 4.1 (Reporting):

    • Report date, sample ID, and stone type.

Important Table Extract: Characteristics of Building Stones (Clause 3.2)

PropertyGranite (Igneous)Basalt (Deccan Trap)Sandstone (Sedimentary)
ColourWhite to light grey/pinkDark grey to blackVariable (depends on matrix)
Specific Gravity2.6 - 2.82.6 - 3.01.85 - 2.7
Compressive Strength2000 - 6000 kg/cm²1500 - 3000 kg/cm²200 - 1700 kg/cm²
Tensile Strength100 - 300 kg/cm²100 - 300 kg/cm²40 - 250 kg/cm²
PorosityLow0.1% - 1.0%5% - 25%
UsesBridge piers, dams, pavements, monumentsBridge piers, masonry, pavementsMasonry, dams, ornamental

Summary of Inspection Procedure:

  1. Visual Inspection:

    • Identify strata variations.
    • Note color, texture, and structural differences.
  2. Sampling:

    • Quarry: ≥ 25 kg samples per stratum.
    • Field: Separate samples for each stone class.
  3. Exclusion Criteria:

    • Avoid damaged/deteriorated stones.
  4. Reporting:

    • Document sample details (date
10Annexures and Tables

IS 1123: Key Annexures, Tables & Specifications Summary

1. Table 1: Characteristics of Building Stones (Clause 3.2)

PropertyDescription / Range
Specific Gravity2.6 - 3.0 (varies by stone type)
Compressive Strength820 to 3500 kg/cm² (typical range for igneous rocks)
Tensile Strength100 to 300 kg/cm²
Porosity0.1% to 25% (depending on stone type)
Modulus of Elasticity6 × 10⁵ to 11 × 10⁵ kg/cm²
Resistance to Abrasion14.86% to 18.92% (percent weight loss)

2. Stone Types & Uses

  • Granite: High strength, used in bridges, dams, monuments.
  • Basalt (Deccan Trap): Dense, good for heavy structures.
  • Sandstone: Used in masonry, dams, ornamental stone.
  • Trachyte & Andesite: Dimension stones, decorative use.

3. Reporting Requirements (Clause 4.1)

  • Date of sample taken
  • Sample identification
  • Type of stone

4. Identification Approach

  • Petrographical examination
  • Mineralogical composition
  • Texture & structure

Example: Compressive Strength Classification of Granite

GradeCompressive Strength (kg/cm²)
A> 2500
B1500 - 2500
C< 1500

Summary Diagram: Stone Identification Process

flowchart TD
    A[Sample Collection] --> B[Physical Examination]
    B --> C[Petrographical Analysis]
    C --> D[Mineralogical Composition]
    D --> E[Classification & Reporting]

Note: Values are indicative; always refer to latest IS 1123 edition for precise data.

Popular Questions About IS 1123

?What is the recommended procedure for selecting stone samples for identification?

IS 1123: Procedure for Selecting Stone Samples for Identification

  • Sample Source: Select samples from fresh, unweathered stone representing the grade/type under consideration (Clause 2.1).
  • Inspection: Inspect the quarry or ledge face for variations in colour, texture, and structure across different strata (Clause 2.2.1).
  • Sample Quantity: Obtain separate samples weighing at least 25 kg from each visually distinct stratum.
  • Exclusions: Avoid pieces damaged by blasting, wedges, heating, or weathering.
  • Selection Authority: Samples should be selected by the purchaser or their authorized representative (Clause 2.2).
  • Adequate Size: Ensure samples are large enough to prepare the required number of test specimens.

This ensures representative, undamaged samples for accurate identification and testing.

?How does IS 1123 classify different types of natural building stones?

IS 1123 classifies natural building stones primarily based on their geological origin and physical & engineering properties into:

1. Igneous Rocks

  • Granite: Quartz & feldspar dominant; used for heavy structures, monuments, pavements.
  • Syenite: Alkali feldspar-based; similar uses as granite but less abundant.
  • Diorite: Plagioclase feldspar & dark minerals; used as good aggregate.
  • Gabbro: Lime-feldspar & pyroxene; high strength, low porosity.
  • Basalt (Deccan Trap): Dense, medium-grained; used for bridge piers, pavements.
  • Trachyte & Andesite: Volcanic equivalents of syenite; ornamental and dimension stones.

2. Sedimentary Rocks

  • Sandstone: Stratified, quartz-rich; used in masonry, dams, ornamental stone.

Key Classification Criteria:

  • Colour, texture, and mineralogical composition
  • Specific gravity, compressive & tensile strength
  • Porosity and resistance to abrasion
  • Typical uses and availability
PropertyIgneous Rocks (e.g., Granite)Sedimentary Rocks (e.g., Sandstone)
Specific Gravity~2.6 - 3.0~1.85 - 2.7
Compressive Strength2 × 10^5 to 6 × 10^5 kg/cm²200 - 1700 kg/cm²
PorosityLow (0-1%)Higher (5-25%)
UsesHeavy structures, monumentsMasonry, dams, ornamental

This classification aids in selecting stones based on structural requirements and durability.

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**Reference

?What macroscopic features are used to identify various building stones?

According to IS 1123, macroscopic features to identify building stones include:

Key Macroscopic Features:

  • Colour: Varies by stone type (e.g., granite: white, grey, pink; basalt: dark grey to black; sandstone: varies with matrix).
  • Texture & Structure:
    • Grain size (fine, medium, coarse)
    • Presence of flow bands, vesicles (basalt)
    • Stratification or bedding (sandstone)
    • Foliation or cleavage (slate, schist)
  • Mineralogical Composition: Visible minerals like quartz, feldspar, mica, amphiboles, garnet, calcite.
  • Physical Appearance:
    • Joints, fractures, and flaws (important for granite and basalt)
    • Lustre (polished granite vs. marble)
    • Presence of bands, veins, or schistose layers (khondalite, marble)

Identification Procedure:

  • Inspect quarry face for variation in colour, texture, structure.
  • Collect samples from different strata showing variation.
  • Avoid damaged pieces (blasting, heating).

Summary Table Extract (Example for Granite):

PropertyGranite
ColourWhite, light grey, pink
Texture & StructureCoarse-grained, crystalline
Mineral CompositionQuartz, feldspar, mica
Physical FeaturesJoints, fractures common; lustrous when polished

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This approach ensures reliable identification of building stones by their visible macroscopic traits.

?Which natural stones are commonly used for construction according to this standard?

According to IS 1123 (1975), the commonly used natural building stones are classified mainly into Igneous and Sedimentary rocks:

Igneous Rocks:

  • Granite: Light grey, pink; quartz & feldspar dominant. Uses: bridge piers, dams, pavements, monuments.
  • Syenite: Light to dark green/grey; alkali feldspar & nepheline. Similar uses as granite.
  • Diorite: Grey to dark grey; plagioclase feldspar. Used as aggregate, road metal.
  • Gabbro: Dark grey to black; lime-feldspar & pyroxene. Used in heavy structures.
  • Basalt (Deccan Trap): Dark grey to black; compact with plagioclase & pyroxene. Used for heavy structures, pavements.
  • Trachyte: Grey to bluish grey; volcanic equivalent of syenite.
  • Andesite: Dark grey to black; volcanic rock, limited use.

Sedimentary Rocks:

  • Sandstone: Colour varies; mainly quartz with feldspar. Used for masonry, dams, ornamental stone.

Summary Table (Key Properties):

Stone TypeColourUsesKey Properties
GraniteLight grey/pinkHeavy structures, monumentsHigh compressive strength
BasaltDark grey/blackBridge piers, pavementsDense, low porosity
SandstoneVariableMasonry, damsStratified, moderate strength

These stones are selected based on strength, durability, porosity, and availability as per IS 1123 guidelines.

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Note: Always ensure stones are free from flaws, joints, and fractures for structural use.

?How should the identification results be reported as per IS 1123?

As per IS 1123:1975 - Method of Identification of Natural Building Stones, the reporting of identification results should follow Clause 3.4 (Reporting) guidelines:

  • Identification results must be clearly documented, detailing the stone's mineralogical and petrographical characteristics.
  • Use standardized terminology for rock types and minerals.
  • Include color, texture, grain size, and mineral composition.
  • Provide photomicrographs or sketches if necessary.
  • Report any special features like fossils, veins, or weathering effects.
  • Mention any deviations or uncertainties in identification.
  • The report should be concise but comprehensive to assist users in understanding the stone's nature and suitability.

This ensures uniformity and clarity in stone identification, aiding quality control and selection for construction purposes.

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