IS 11251974AI Search Enabled✦ AI Generated

Method of test for determination of weathering of natural building stones
1974 Edition

This standard outlines the laboratory methodology for assessing the weathering resistance of natural building stones utilized in construction. It provides engineers and testing professionals with a systematic approach to evaluate stone durability by subjecting samples to repetitive gypsum and water exposure cycles, monitoring variations in absorption and volume to forecast long-term performance under environmental conditions.

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What This Standard Covers

This standard outlines the laboratory methodology for assessing the weathering resistance of natural building stones utilized in construction. It provides engineers and testing professionals with a systematic approach to evaluate stone durability by subjecting samples to repetitive gypsum and water exposure cycles, monitoring variations in absorption and volume to forecast long-term performance under environmental conditions.

Who Uses This Standard

  • Structural Engineers
  • Material Testing Facilities
  • Geoscientists
  • Construction Quality Assurance Professionals
  • Architectural Designers
  • Quarry Supervisors
  • Building Materials Research Experts

Key Topics Covered

Selection of representative stone samples from quarries and natural formations
Preparation protocols and dimensions for test specimens
Weathering simulation cycles involving gypsum and water application
Assessment of weight and volume alterations in specimens
Calculation methods for absorption and volumetric expansion percentages
Required testing equipment and instrumentation setup
Number and duration of weathering test cycles
Specimen cleaning and handling procedures after testing
Documentation and presentation of test findings
Analysis of weathering resistance data
Quality assurance measures for natural stone materials
Standard conventions for rounding numerical results

Table of Contents

1Scope and Fundamental Requirements

Overview of Scope and Essential Specifications

  • Scope: Defines testing methods for natural stones focusing on water absorption and volume variations post cyclic exposure.

  • Equipment Specifications (Clause 4.1):

    • Sealed balance with 1 kg capacity and 0.01 g sensitivity.
    • Brass suspension wire, 0.81 mm diameter.
    • Components include balance beam (A), attachment loop (B), suspension wire (C), and water level indicator (D).
  • Specimen Details for Reporting (Clause 7.2):

    • Method of specimen preparation.
    • Dimensions and geometric shape.
    • Sample identification: quarry origin, stone type/location, sample date, commercial name/grade.
  • Key Calculation Formula (Clause 5.3):

[ \text{Water Absorption} = \frac{W_a - W_d}{W_d} \times 100% ]

Where:

  • (W_a) = weight in air after 30 cycles plus 24-hour immersion

  • (W_d) = dry weight before testing

  • (W_s) = weight suspended in water post-test (used for volume computation)

  • Volume Post-Test:

[ V_2 = \frac{W_a - W_s}{\rho_w} ]

(\rho_w) represents water density (typically 1 g/cm³)


Apparatus Illustration (Simplified):

graph LR
A[Balance Beam] --> B[Attachment Loop]
B --> C[Suspension Wire (0.81 mm brass)]
C --> Specimen[Specimen immersed in water]
Specimen --> D[Water surface level]

Note: Numerical results should be rounded following IS 2-1960 guidelines.

2Sample Selection Criteria

Guidelines for Selecting Samples for Weathering Tests

Highlights from Clauses 2.1 to 2.3:

  • Representative Sampling: Samples must accurately reflect the average characteristics of the stone type or grade (Clause 2.1).

  • Source Origins: Samples may be collected from:

    • Extracted quarried stone
    • In situ natural rock formations (per Clauses 2.2.1 and 2.2.2)
    • Samples should be sufficiently large to yield the needed number of test specimens (Clause 2.2).
  • Accounting for Variability: When noticeable quality differences exist, multiple samples should be taken to encompass the range of properties (Clause 2.3).


Practical Summary Table:

ParameterSpecification
Sample SizeAdequate for all test specimens preparation
Number of SamplesMinimum one; multiple if variability observed
Sampling LocationRandom yet representative from quarry/rock

Flowchart Summary:

flowchart TD
    A[Identify Stone Grade] --> B{Is Stone Quality Uniform?}
    B -- Yes --> C[Select Representative Sample]
    B -- No --> D[Select Multiple Samples]
    C --> E[Ensure Adequate Quantity]
    D --> E
    E --> F[Prepare Test Specimens]

Ensure adherence to IS 1125 detailed sampling and testing guidance for accurate weathering assessment.

3Preparation of Test Specimens

Key Instructions for Preparing Test Specimens

  • Specimen Dimensions (Clause 3.1):

    • Cylindrical specimens: 50 mm diameter and 50 mm height
    • Cubic specimens: 50 mm edges
  • Quantity of Test Specimens (Clause 3.3):

    • At least three specimens per test are required for statistically valid results.
  • Reporting Details (Clause 7.2):

    • Describe preparation techniques.
    • Include size and shape of specimens.
    • Provide sample identifiers: quarry location, rock positioning, sampling date, commercial name/grade.
  • Rounding Off Data:

    • Final numerical results must comply with IS 2-1960 rounding regulations.

Specimen Preparation Summary Table:

ParameterCylinder DimensionsCube Dimensions
Diameter50 mmNot applicable
Height/Edge Length50 mm50 mm
Minimum Quantity3 specimens3 specimens

flowchart LR
    A[Obtain Sample] --> B[Prepare Test Specimens]
    B --> C{Specimen Shape}
    C -->|Cylinder| D[50 mm diameter x 50 mm height]
    C -->|Cube| E[50 mm x 50 mm x 50 mm]
    D & E --> F[Minimum of 3 Specimens]
    F --> G[Conduct Testing]
    G --> H[Document Results with Preparation and ID details]

This standardizes specimen preparation for reliable durability evaluation.

4Testing Equipment

Apparatus Specifications for Weathering Test

Equipment Details (Clauses 4.1 & 1.83):

  • Balance: Enclosed type with 1 kg capacity and 0.01 g sensitivity.
  • Suspension Wire: Brass wire, 0.81 mm diameter.
  • Basket: Constructed from 1.83 mm diameter brass wire, joints soldered securely.
  • Principal Components:
    • A: Balance beam
    • B: Attachment loop
    • C: Suspension wire
    • D: Water level indicator
    • E: Basket handle (bail)
    • 7: Suspension basket
    • K: Support for water container
    • M: Basket bottom
    • N: Suspension rod for balance pan
    • P: Cutout section of basket

Weight and Volume Terminology (Clause 5.1):

SymbolMeaning
W1Oven-dried weight before immersion
W2Weight suspended in water after 24h immersion
W3Surface-dried weight after 24h immersion
V1Volume after 24h immersion
dWater density at test temperature
A2Final absorption percentage after 30 cycles

Absorption Calculation Formula:

[ A_2 = \frac{W_3 - W_1}{W_1} \times 100 ]

Additional Notes:

  • All weights must be obtained using the specified sensitive balance.
  • Volume (V1) is typically determined via water displacement.
  • Water density (d) varies with temperature; refer to IS 2-1960 for rounding rules.
flowchart LR
    W1[Oven-dry weight (W1)]
    W3[Surface-dry weight (W3)]
    W2[Weight in water (W2)]
    V1[Volume (V1)]
    d[Water density (d)]
    A2[Absorption % (A2)]

    W1 --> A2
    W3 --> A2
    W2 --> V1
    V1 --> A2
    d --> A2

This setup ensures accurate measurement of absorption and volumetric changes.

5Testing Procedure

Summary of Testing Methodology

Equipment Used (Clause 4.1):

  • Enclosed balance with 1 kg capacity and 0.01 g precision.
  • Accessories for weighing specimens while submerged.
  • Main parts include balance beam (A), attachment loop (B), 0.81 mm brass suspension wire (C), and water level indicator (D).

Test Cycle Description (Clause 5.2):

  • Place each specimen in a dish of 9 cm diameter and 1.5 cm depth.
  • Add 2 g powdered gypsum and 25 ml water.
  • Dry in a ventilated oven at 105 ± 2°C for a minimum of 5 hours until dry.
  • Cool to 25 ± 5°C.
  • Repeat this cycle 30 times, adding only 25 ml water (no gypsum) after the first cycle.

Measurement Parameters (Clause 5.3):

  • ( W_A ): Weight in air after 30 cycles plus 24-hour water immersion.
  • ( W_s ): Weight suspended in water after the same treatment.
  • ( V_2 ): Volume after completing the 30 cycles.

Data Rounding (Clause 0.3):

  • Follow IS 2-1960 for rounding off numerical results.

Volume Calculation Formula:

[ V_2 = \frac{W_A - W_s}{\rho_w} ]

Where (\rho_w) is the density of water (usually 1 g/cm³).


flowchart LR
    A[Begin Test] --> B[Place specimen in dish]
    B --> C[Add 2g gypsum + 25ml water]
    C --> D[Oven dry at 105±2°C for ≥5 hours]
    D --> E[Cool to 25±5°C]
    E --> F{Repeat 30 cycles}
    F -- Yes --> G[Add 25 ml water only]
    G --> C
    F -- No --> H[Weigh specimen in air (W_A)]
    H --> I[Weigh specimen suspended in water (W_s)]
    I --> J[Calculate volume (V_2)]
    J --> K[Report findings]

This procedure guarantees uniform testing and accurate reporting.

6Calculation Methods

Essential Formulas and Data for Calculations

This standard emphasizes quantifying water absorption and volume changes after immersion and repeated weathering cycles.

Symbols and Their Definitions:

SymbolDescription
W1Oven-dried weight prior to immersion
W3Surface-dried weight after 24-hour immersion
W2Weight suspended in water after 24-hour immersion
V1Volume computed after 24-hour immersion
W_ASurface-dried weight after 30 cycles plus 24-hour immersion
W_sWeight suspended in water after 30 cycles plus 24-hour immersion
V2Volume after completion of 30 cycles
dDensity of water at testing temperature
A2Final absorption percentage after 30 cycles

Key Equations:

  • Specimen Volume:

[ V = \frac{W_3 - W_2}{d} ]

  • Water Absorption Post 30 Cycles:

[ A_2 = \frac{W_A - W_1}{W_1} \times 100 ]

  • Specimen Density:

[ \rho = \frac{W_1}{V} ]

Required Equipment:

  • Enclosed balance (1 kg capacity, 0.01 g sensitivity)
  • Suspension wire (0.81 mm brass)
  • Water container with level control

Reporting Instructions:

  • Apply IS 2-1960 rounding standards.
  • Clearly document weights, volumes, and absorption percentages.

flowchart LR
    W1[Oven-dry weight (W1)]
    W3[Surface-dry weight (W3)]
    W2[Weight in water (W2)]
    d[Water density (d)]
    V1[Volume after 24h immersion (V1)]
    A2[Water absorption (%) (A2)]

    W3 -->|Subtract| W2
    W2 -->|Divide by| d
    d --> V1
    W1 -->|Calculate absorption with W_A| A2

This summary aids in precise calculation of volume, density, and absorption as per the code.

7Test Result Reporting

Guidelines for Recording and Reporting Test Outcomes

Important Definitions (Clause 5.3):

  • ( W_A ): Final weight of surface-dried specimen in air after 30 cycles plus 24-hour immersion.
  • ( V_2 ): Final specimen volume after 30 cycles.
  • ( W_s ): Weight of specimen suspended in water after 30 cycles plus 24-hour immersion.

Reporting Protocols (Clause 7):

  • 7.1: Provide the average values from three specimens for:

    • Percentage increase in water absorption
    • Percentage increase in volume
  • 7.2: Include supplemental information:

    • Test specimen preparation method
    • Dimensions and shape of specimens
    • Sample identification including quarry source, rock position, sampling date, and trade name or grade
  • Rounding: Final reported values should conform to IS 2-1960 rounding standards.


Calculation Formulas:

[ \text{Percentage Increase in Absorption} = \frac{W_A - W_0}{W_0} \times 100 ]

[ \text{Percentage Increase in Volume} = \frac{V_2 - V_0}{V_0} \times 100 ]

Where ( W_0 ) and ( V_0 ) denote initial weight and volume prior to testing.


Reporting Workflow Diagram:

flowchart TD
    A[Initial Specimen] --> B{Perform 30 Cycles + 24h Immersion}
    B --> C[Measure W_A (Air Weight)]
    B --> D[Measure W_s (Water Suspended Weight)]
    B --> E[Measure V_2 (Volume)]
    C --> F[Calculate % Increase in Absorption]
    E --> G[Calculate % Increase in Volume]
    F & G --> H[Report Averaged Results with Sample Details]

Ensure averages are derived from three specimens and reports include full sample identification and preparation particulars.

Popular Questions About IS 1125

?What are the specified dimensions and shapes for the test specimens?

Per IS 1125:

  • Specimen Shapes and Sizes (Clause 3.1):

    • Cylinders with 50 mm diameter and 50 mm height, or
    • Cubes measuring 50 mm on each side.
  • Surface Finish (Clause 3.2):

    • Smooth surfaces
    • Edges rounded to approximately 3 mm radius by grinding
  • Specimen Quantity (Clause 3.3):

    • Minimum of three specimens for each test
  • Reporting (Clause 7.2):

    • Include preparation method, specimen dimensions and shape, and sample identification details such as quarry source, location, date, and commercial grade.

Summary Table:

ParameterRequirement
ShapeCylinder or Cube
Cylinder Size50 mm diameter × 50 mm height
Cube Size50 mm cube
Edge RadiusApproximately 3 mm (rounded)
Specimen CountAt least 3
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This approach ensures uniformity and dependability in specimen preparation as mandated by IS 1125.

?How is the cyclic weathering test performed using gypsum and water?

Following IS 1125 (Clauses 5.1 to 5.3), the cyclic weathering procedure is:

  1. Specimen Placement:

    • Place each specimen in a flat dish made of glass, porcelain, or glazed stoneware.
    • Dish dimensions: 9 cm diameter and 1.5 cm depth.
    • Add 2 g powdered gypsum and 25 ml water.
  2. Initial Cycle:

    • Heat dishes with specimens in a ventilated oven at 105 ± 2°C.
    • Maintain for at least 5 hours or until dry.
    • Cool specimens to 25 ± 5°C.
  3. Subsequent Cycles (2 to 30):

    • Repeat the drying and cooling cycle 29 more times.
    • Add only 25 ml water after the first cycle (no gypsum).
  4. Post-Test Treatment:

    • Brush specimens with a stiff-fiber brush to remove residual gypsum.
    • Immerse specimens in water for 24 hours.
    • Surface dry and weigh in air and water as per Clause 5.1.

Summary Table:

ParameterValue
Dish Size9 cm diameter × 1.5 cm depth
Powdered Gypsum2 g (first cycle only)
Water per Cycle25 ml
Oven Temperature105 ± 2°C
Oven DurationMinimum 5 hours
Number of Cycles30
Cooling Temperature25 ± 5°C
Post-Test Soak24 hours immersion in water

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This process simulates accelerated weathering to evaluate stone durability.

?Which stone property changes are evaluated to determine weathering effects?

IS 1125 assesses weathering by measuring variations in several stone characteristics:

  • Weight Reduction: Indicates loss of material due to weathering.
  • Compressive Strength Alterations: Reflects structural degradation.
  • Water Absorption Increase: Demonstrates heightened porosity resulting from weathering.
  • Surface Texture and Color Modifications: Visual indicators of weathering damage.
  • Resistance to Wet-Dry Cycles and Sulphate Exposure: Evaluated through cyclic testing.

The testing simulates environmental conditions including corrosive groundwater, wetting-drying cycles, sulphate attack, and temperature fluctuations.

Sample selection requires unweathered stones from distinct strata with varying color, texture, or structural properties.


Summary Table:

Property MeasuredImportance
Weight Loss (%)Material degradation assessment
Compressive Strength ChangeStructural integrity evaluation
Water Absorption Change (%)Porosity and moisture uptake
Surface Texture/ColorEvidence of surface deterioration
Resistance to CyclesDurability under environmental stresses

This comprehensive evaluation ensures reliable prediction of stone durability in construction.

?How many cycles are carried out in the weathering test, and what is the duration per cycle?

According to IS 1125 Clauses 5.2 and 5.3:

  • Total Number of Cycles: 30
  • Cycle Duration Details:
    • Each cycle includes adding 2 g powdered gypsum plus 25 ml water initially.
    • Specimens are then dried in a ventilated oven at 105 ± 2°C for no less than 5 hours or until dry.
    • After drying, specimens are cooled to 25 ± 5°C.
  • For cycles 2 through 30, only 25 ml water is added (no gypsum).
  • After completing all cycles, specimens are brushed, soaked in water for 24 hours, surface dried, and weighed.

Summary:

ParameterSpecification
Number of Cycles30
Oven Temperature105 ± 2°C
Heating Duration≥ 5 hours per cycle
Cooling Temperature25 ± 5°C
Water Added25 ml per cycle (gypsum only in first cycle)

This simulates accelerated weathering conditions to assess stone performance.

?What details are required in the test report for stone weathering?

While IS 1125 does not explicitly list all report contents, standard industry practice and IS code conventions suggest the test report should include:

  • Stone Sample Identification: Source, type, and physical description.
  • Testing Date and Location.
  • Reference to Test Method: IS 1125, including edition.
  • Test Conditions: Details of exposure cycles, temperature, and chemical environment.
  • Test Duration.
  • Initial and Final Properties: Weight, dimensions, and observable condition.
  • Results: Quantitative data on weight loss, volume changes, or strength alterations.
  • Observations: Notable surface changes such as cracking or scaling.
  • Conclusions: Evaluation of stone’s resistance to weathering.
  • Signature and credentials of testing authority.

This ensures clear traceability and comprehensive documentation for stone durability assessment.

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