IS 11241974AI Search Enabled✦ AI Generated

Method of test for determination of water absorption, apparent specific gravity and porosity of natural building stones
1974 Edition

The standard details a precise testing methodology for evaluating natural building stones by measuring their water absorption, apparent specific gravity, and porosity. It serves as a critical guide for professionals to accurately assess stone characteristics that influence construction quality.

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1974Edition
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What This Standard Covers

The standard details a precise testing methodology for evaluating natural building stones by measuring their water absorption, apparent specific gravity, and porosity. It serves as a critical guide for professionals to accurately assess stone characteristics that influence construction quality.

Who Uses This Standard

  • Structural Engineers
  • Laboratory Material Analysts
  • Geoscientists
  • Construction Quality Supervisors
  • Design Architects
  • Stone Extraction Managers
  • R&D Engineers in Construction Materials

Key Topics Covered

Selection of representative samples from quarry and natural stone deposits
Test specimen preparation protocols
Procedures for determining water absorption
Measurement of apparent specific gravity
Computing apparent and true porosity values
Use of distilled water and temperature-controlled conditions
Specifications of measurement instruments
Drying and weighing test pieces accurately
Guidelines for reporting and interpreting test outcomes
Managing variability in stone properties
Rounding and recording numerical data
Techniques for surface drying of specimens

Table of Contents

1Applicability and Scope of the Standard

Overview of the standard's scope and essential requirements

  • Scope: Outlines the procedure to determine the true specific gravity of natural building stones.

  • Test Specimen Preparation:

    • Clause 6.6 specifies the required dimensions and shape of test pieces.
    • Clause 6.7 mandates detailed documentation of sample preparation.
  • Key Parameters (Clause 6.1): Variables A, B, and C define sample weights and conditions (refer to clauses 6.1 & 6.2).

  • Result Evaluation & Reporting (Clause 6.7, Table 6): Testing outcomes should be reported in the prescribed format.


Example Formula for Specific Gravity (G):

[ G = \frac{\text{Mass in air}}{\text{Mass in air} - \text{Mass in water}} ]

  • Mass determined with a balance.
  • Test pieces must be saturated and surface-dried.

Typical Test Piece Dimensions:

ShapeDimensions (mm)
Cube50 x 50 x 50
CylinderDiameter 38, Length 76
IrregularAccording to sample nature

Contact Points for Testing & Reference:

  • Central Lab: Sahibabad Industrial Area, Plot 20/9, Site IV
  • Regional Offices: New Delhi, Kolkata, Chandigarh, Chennai, Mumbai
  • Branch Offices: Ahmedabad, Bangalore, Bhopal, Bhubaneswar, Coimbatore, Faridabad, etc.

flowchart LR
    A[Prepare Test Pieces] --> B[Measure Mass in Air]
    B --> C[Measure Mass in Water]
    C --> D[Calculate Specific Gravity]
    D --> E[Assess & Report Results]

Refer IS 1124 clauses 6.1 to 6.7 for full procedural details.

2Guidelines for Sample Selection

Key Points on Sample Selection per the Standard

  • Clause 2.1: Samples should accurately represent the average quality of the stone type or grade.
  • Clause 2.2: Samples must be taken from quarried stone or natural rock in quantities sufficient to prepare the required test specimens.
  • Clause 2.3: If stone quality varies notably, multiple samples reflecting this variation should be collected.
  • Clause 6.6: Test specimen size and shape must be explicitly detailed.

Sample Size and Shape Recommendations

ParameterTypical Range/Value
Sample SizeSufficient for preparing 3-5 specimens
Test Piece ShapeCube, cylinder, or prism as required
Test Piece DimensionsGenerally 70 mm cubes or 50 mm diameter x 100 mm length cylinders

Sample Selection Flowchart

flowchart TD
    A[Quarried Stone / Natural Rock] --> B{Is Quality Variable?}
    B -- No --> C[Choose Single Representative Sample]
    B -- Yes --> D[Collect Multiple Samples]
    C --> E[Prepare Test Specimens]
    D --> E
    E --> F[Perform Tests with Specified Dimensions]

Refer to IS 1124 or IS 3495 for exact specimen dimensions and quantities.

3Test Specimen Preparation Process

Preparation of Test Specimens for Determination of True Specific Gravity

Essential Specifications and Steps:

  • Size and Shape (Clause 6.6): Must be clearly defined.

  • Material Selection (Clause 3.1): Use crushed stone passing 20 mm IS sieve but retained on 10 mm IS sieve.

  • Weight per Specimen (Clause 5.1): Approximately 1 kg.

  • Preparation Procedure:

    1. Clean specimens to remove dust.
    2. Soak in distilled water at 20–30°C for 24 hours.
    3. Remove trapped air by gentle agitation (both clockwise and counterclockwise).
    4. Drain water and surface dry using a dry cloth until no moisture is absorbed.
    5. Place on a second dry cloth and air dry for at least 10 minutes away from heat or sunlight.
    6. Weigh the surface-dried specimen (weight B).
  • Documentation (Clause 6.7): Detailed preparation method must be recorded.

Preparation Summary Table:

StepDescription
Particle Size10–20 mm
WeightAround 1 kg
Soaking Time24 hours in distilled water (20–30°C)
Air RemovalGentle agitation
Surface DryingTwo cloths, then air dry ≥ 10 min
Final WeighingAfter surface drying (weight B)

Ensures reliable determination of true specific gravity through standardized specimen preparation.

flowchart TD
    A[Crushed Stone (10–20 mm)] --> B[Wash to Clean]
    B --> C[Soak in Distilled Water (24 h, 20–30°C)]
    C --> D[Remove Entrapped Air by Agitation]
    D --> E[Drain & Surface Dry on Cloth]
    E --> F[Air Dry ≥10 min (No Direct Heat)]
    F --> G[Weigh Specimen (Weight B)]
4Required Apparatus and Calculation Formulas

Apparatus Specifications and Calculation Methods

Equipment (Clause 4.2):

  • Glass container with ~1.5 litre capacity.
  • Two dry absorbent cloths, each approximately 0.5 m².
  • Larger water cylinder for immersion and drainage.

Sample Preparation (Clause 5.3):

  • Oven dry specimens at 100–110°C for at least 24 hours.
  • Cool specimens in a desiccator to ambient temperature.
  • Record dry weight (A).
  • Note room temperature during testing.

Key Variables (Clause 6.1):

  • Weights A, B, and C correspond to dry weight, water immersion weight, and saturated surface dry weight respectively.

True Specific Gravity Formula:

[ G = \frac{A}{B - C} ]

Where:

  • A = Oven-dry weight
  • B = Weight of specimen in air when saturated surface dry
  • C = Weight of specimen in water

Apparatus Specifications Summary:

EquipmentDetails
Glass VesselApprox. 1.5 litre capacity
Absorbent ClothsTwo pieces, 0.5 m² each
Oven Temperature100–110°C
Drying TimeMinimum 24 hours

flowchart TD
    A[Collect Sample] --> B[Oven Dry (100–110°C, ≥24h)]
    B --> C[Cool in Desiccator]
    C --> D[Weigh Dry Sample (A)]
    D --> E[Immerse in Water to Obtain Weights (B, C)]
    E --> F[Calculate Specific Gravity G = A / (B - C)]

For detailed apparatus and procedures, consult the full IS 1124 document.

5Step-by-Step Testing Procedure

Key Procedural Steps for Testing Natural Building Stones

  1. Test Piece Preparation (Clauses 6.6 and 6.7):

    • Define size and shape clearly.
    • Document preparation steps comprehensively.
  2. Apparent Porosity Formula (Clause 6.3): [ \text{Apparent Porosity} = \frac{1000 - C}{C} \times 100 ]

    • C represents a specific measured parameter related to weight.
  3. Parameters A, B, C (Clauses 6.1 & 6.2):

    • Use these measured values for subsequent calculations.
  4. Result Evaluation & Reporting (Clause 6.7, Table):

    • Follow the standard format for tabulation and interpretation.

Testing Workflow Diagram

flowchart TD
    A[Prepare Test Pieces] --> B[Specify Size & Shape]
    B --> C[Conduct Measurements]
    C --> D[Compute Apparent Porosity]
    D --> E[Analyze & Document Results]
    E --> F[Include Preparation Details]

Refer to clauses 6.1, 6.2, and 6.7 of IS 1124 for exact values and calculations.

6Analysis and Reporting of Test Data

Guidelines for Evaluation and Reporting (Clause 6.7 and Related Sections)

Reporting Requirements:

  • Provide a detailed account of specimen preparation.
  • Specify specimen size and geometry (Clause 6.6).
  • Outline drying conditions (Clause 5.3):
    • Oven dry at 100–110°C for 24 hours or more.
    • Cool in desiccator to room temperature.
    • Weigh dry specimen (A).
    • Record ambient temperature during testing.

Typical Report Inclusions:

  • Specimen identification (dimensions, shape).
  • Preparation method (drying, conditioning).
  • Environmental conditions during testing.
  • Recorded weights and volumes.
  • Calculated values such as true specific gravity.

True Specific Gravity Calculation:

[ \text{True Specific Gravity (G)} = \frac{A}{A + B - C} ] Where:

  • A = Oven-dried weight,
  • B = Weight in water,
  • C = Weight of saturated surface dry specimen in air.

Reporting Summary Table:

ParameterDescription
Specimen Size & ShapeDimensions and geometry details
Preparation MethodDrying temperature, duration, cooling
Dry Weight (A)Weight post oven drying and cooling
Saturated Surface Dry Weight (C)Weight after saturation and surface drying
Weight in Water (B)Immersed specimen weight
Ambient Test TemperatureEnvironmental temperature during test
Calculated Specific GravityComputed using the formula above

flowchart TD
    A[Specimen Preparation]
    B[Oven Drying (100–110°C, ≥24h)]
    C[Cooling in Desiccator]
    D[Weigh Dry Specimen (A)]
    E[Weigh Saturated Surface Dry Specimen (C)]
    F[Weigh Specimen in Water (B)]
    G[Calculate True Specific Gravity]

    A --> B --> C --> D
    D --> E
    E --> F
    D --> G

Popular Questions About IS 1124

?What is the procedure to select representative stone samples according to the standard?

The recommended approach involves selecting samples that accurately depict the average quality of the stone type or grade (Clause 2.1). For quarried stone, inspect the rock face for variations in color and texture; collect separate samples of at least 25 kg from strata exhibiting differences, excluding any blasted or damaged pieces (Clause 2.2.1). For field stones or boulders, conduct a thorough deposit survey, record stone types and conditions, and obtain distinct samples for each suitable class (Clause 2.2.2). This ensures test samples reflect actual stone variability and are appropriate for construction use.

?How is water absorption of natural building stones determined as per the standard?

Water absorption is measured by first drying representative stone specimens at 105–110°C until reaching a constant dry weight (W_d). These samples are then submerged in water at ambient temperature for 24 hours to achieve full saturation. After immersion, surface water is carefully wiped off without extracting pore water, and the saturated weight (W_s) is recorded. The water absorption percentage is calculated as ((W_s - W_d) / W_d) × 100, which quantifies the moisture uptake capacity of the stone.

?Which apparatus is necessary for determining apparent specific gravity and porosity?

Essential equipment includes a 1000 ml graduated container for water measurement, a precision balance with at least 0.1 g accuracy, an oven for drying specimens, and distilled water. Saturated surface-dry samples are weighed in air and immersed in water to obtain required weight measurements. These data enable calculation of apparent specific gravity and, using true specific gravity from IS 1122, the determination of true porosity. Multiple determinations enhance accuracy.

?What are the recommended steps for preparing and drying test specimens before testing?

Begin by crushing or breaking the sample to material passing a 20 mm IS sieve but retained on a 10 mm sieve (Clause 3.1). Wash approximately 1 kg of the test piece to remove dust, then soak it in distilled water at 20–30°C for 24 hours. Remove trapped air by gentle clockwise and counterclockwise agitation during and after soaking. Drain the water and surface dry on a dry cloth, then transfer to a second dry cloth and air dry for at least 10 minutes away from direct heat or sunlight. For final drying, oven dry the specimen at 100–110°C for at least 24 hours, cool in a desiccator, and weigh. Record room temperature throughout.

?How are apparent and true porosity calculated and presented according to the standard?

Apparent porosity is calculated using the formula: ((1000 - C) / C) × 100, where C is the apparent specific gravity measured (Clause 6.3). This value is averaged over three tests and expressed as a percentage. True porosity is derived by subtracting apparent specific gravity from true specific gravity (obtained as per IS 1122) and reflects the volume fraction of voids in the stone. Both parameters are dimensionless and provide insight into the stone's pore structure influencing durability and strength.

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