IS 43481973AI Search Enabled✦ AI Generated

Methods of test for determination of permeability of natural building stones

IS 4348:1973 specifies the standardized method for determining the permeability of natural building stones, a critical property affecting durability and suitability in water-retaining or high water pressure structures. This standard guides engineers and material testers on sample selection, specimen preparation, apparatus setup, and test procedures to accurately measure the coefficient of permeability, ensuring reliable assessment of stone quality for construction applications.

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1973Edition
StonesCategory
Alternative search terms: IS 4348 PDF, IS 4348 pdf free download, IS 4348 free download pdf, IS4348 PDF, IS-4348 PDF, IS 4348 1973 PDF, IS 4348:1973 PDF, IS 4348-1973 PDF, IS 4348 (1973) PDF, IS 4348 1973 edition PDF, IS 4348 edition 1973 PDF

What This Standard Covers

IS 4348:1973 specifies the standardized method for determining the permeability of natural building stones, a critical property affecting durability and suitability in water-retaining or high water pressure structures. This standard guides engineers and material testers on sample selection, specimen preparation, apparatus setup, and test procedures to accurately measure the coefficient of permeability, ensuring reliable assessment of stone quality for construction applications.

Who Uses This Standard

  • Civil Engineers
  • Material Testing Laboratory Technicians
  • Geologists
  • Construction Quality Control Engineers
  • Structural Engineers
  • Quarry Managers
  • Research and Development Professionals in Building Materials

Key Topics Covered

Scope and application of permeability testing
Selection and preparation of stone samples
Design and specifications of permeability cell
Use of de-aired water in testing
Calibration of water reservoir and pressure application
Test specimen dimensions and quantity
Sealing techniques and leak detection
Test procedure and steady state flow determination
Calculation of permeability coefficient
Test temperature control
Data recording and reporting requirements
Precautions to ensure test accuracy and reliability

Table of Contents

1Scope

IS 4348: Scope - Key Specifications and Requirements

  • Specimen Size (Clause 5.1):

    • Cylindrical specimens
    • Dimensions: 100 mm diameter × 100 mm length
    • Three specimens per test set
  • Test Reporting (Clause 9.1): Reports must include:

    • Specimen ID
    • Test duration
    • Specimen size
    • Test pressure & temperature
    • Coefficient of permeability at test temperature
    • Corrected permeability at standard temperature
    • Permeability variation over time (increase/decrease and rate)
  • Reservoir Calibration (Clause 7.1):

    • Calibrate between 1.10 × actual pressure and 0.9 × actual pressure
  • Rounding Off (Clause 0.3):

    • Follow IS 2:1960 for rounding final values

Example: Corrected Coefficient of Permeability (k_c)

[ k_c = k_t \times \frac{T_s + 273}{T_t + 273} ]

  • (k_t) = permeability at test temperature (T_t) (°C)
  • (T_s) = standard temperature (usually 27°C)

flowchart TD
    A[Specimen Preparation] --> B{Specimen Size}
    B -->|100 mm dia × 100 mm length| C[Testing]
    C --> D{Test Conditions}
    D -->|Pressure & Temperature| E[Measure Permeability]
    E --> F[Report Results]
    F --> G[Include Specimen ID, Duration, Size, Pressure, Temperature, Permeability]

This summary aligns with IS 4348's scope and specimen testing requirements.

2Selection of Sample

IS 4348: Selection of Sample for Permeability Testing of Natural Building Stones

Key Points from Clauses:

  • Clause 2.1:
    Sample must represent the true average quality of the stone type or grade.

  • Clause 2.2:
    Sample selection by purchaser or authorized representative from quarried stone or natural rock.
    Sample size must be adequate to prepare the required number of test specimens.

  • Clause 2.3:
    If quality varies perceptibly, select multiple samples to capture the range of properties.


Practical Guidelines:

AspectSpecification
Sample representativenessTrue average of stone type/grade
Sample sourceQuarried stone or natural rock
Sample sizeSufficient for number of test pieces required
Multiple samplesRequired if quality varies perceptibly

Notes on Rounding:

  • Follow revised rules for numerical rounding (typically nearest whole number or as per test precision).

flowchart TD
    A[Quarried Stone or Natural Rock] --> B[Purchaser/Representative selects sample]
    B --> C{Is quality uniform?}
    C -- Yes --> D[Select representative sample]
    C -- No --> E[Select multiple samples]
    D & E --> F[Adequate size for test specimens]

This ensures samples accurately reflect stone permeability characteristics per IS 4348.

3Apparatus

IS 4348: Apparatus Key Specifications & Setup

1. Compressed Air Supply (Clause 4.1)

  • Use compressed air cylinders or compressors of adequate capacity.
  • Pressure must be maintained within ±2% of the set value.
  • Use sensitive regulating valves and companion pressure gauges.
  • Multiple cells can share a common air source (see Fig. 2).

2. Water Supply (Clause 4.2)

  • Use clean, de-aired water (boil & cool to de-air).
  • Store in closed, full containers to avoid air contact.

3. Water Reservoir (Clause 3.2)

  • Metal pipe: 50–100 mm diameter, ~500 mm length.
  • Equipped with:
    • Graduated side-arm gauge glass.
    • Valves for water/air admission, draining, and bleeding.
  • Connected to permeability cell (Fig. 1 & Fig. 2).

4. Assembly Procedure (Clause 7.4)

  • Secure funnel, connect cell to reservoir.
  • Open air-bleeder, reservoir-cell valve, and drain-cock.
  • Fill reservoir with de-aired water until water flows from drain-cock.
  • Close drain-cock and fill reservoir.
  • Close reservoir water inlet and air bleeder valves.

Apparatus Flow (Fig. 2 simplified):

flowchart LR
    CA[Compressed Air Source] --> PR[Pressure Regulator & Gauge]
    PR --> PC[Permeability Cell]
    WR[Water Reservoir] --> PC
    PC --> CB[Collection Bottle]
    WR --> GG[Graduated Gauge Glass]
    WR --> ABV[Air Bleeder Valve]

This setup ensures accurate permeability testing by controlling air pressure and water supply precisely.

4Water Supply

IS 4348 - Water Supply for Permeability Tests: Key Points

1. Water Quality & Preparation (Clause 4.2)

  • Use clean de-aired water.
  • De-air by boiling and cooling.
  • Store in closed, full containers to avoid air contact and agitation.

2. Water Reservoir (Clause 3.2)

  • Metal pipe reservoir:
    • Diameter: 50 to 100 mm
    • Length: ~500 mm
  • Equipped with:
    • Graduated side arm gauge-glass
    • Valves for water/air admission, draining, bleeding
  • Calibration constant: ml per division on gauge glass

3. Filling & Calibration Procedure (Clause 7.1.1)

  • Fill reservoir with water, flush air via drain-cock.
  • Refill above zero mark on gauge.
  • Apply air pressure, adjust water level to zero by opening drain-cock briefly.
  • Collect water in 250 ml increments for flow measurement.
  • Read level on gauge to calculate volume.

4. Compressed Air Supply (Clause 4.1)

  • Use cylinders or compressors with:
    • Pressure regulation ±2%
    • Sensitive pressure gauges
  • Common air source can serve multiple cells.

Calibration Constant Formula:

[ \text{Volume} = \text{(Gauge divisions)} \times \text{Calibration constant (ml/division)} ]


Diagram Summary (Fig. 2 Setup):

graph LR
  A[Compressed Air Source] --> B[Pressure Regulator & Gauge]
  B --> C[Air Bleeder Valve]
  C --> D[Water Reservoir with Gauge Glass]
  D --> E[Permeability Cell]
  E --> F[Collection Bottle]

This arrangement ensures precise control of water and air pressure during permeability testing.

5Test Specimens

IS 4348: Test Specimens - Key Specifications & Procedures

Specimen Dimensions (Clause 5.1)

  • Shape: Cylindrical
  • Size: 100 mm diameter × 100 mm length
  • Set: 3 specimens per test set

Specimen Preparation (Clause 5.2)

  • Use core drills or equivalent methods avoiding fractures.
  • Ends must be ground plane using water and carborundum/emery on a cast iron lap.
  • Axis of specimen perpendicular to stratification planes.
  • Electrical polishing machines recommended for efficient polishing.

Test Water (Clause 4.2)

  • Use clean de-aired water (boiled & cooled).
  • Store in closed, full containers to avoid air contact and agitation.

Test Report Requirements (Clause 9.1)

Include for each specimen:

  • Identification mark
  • Test duration
  • Specimen size
  • Test pressure & temperature
  • Coefficient of permeability (at test & standard temperature)
  • Permeability trend (increase/decrease over time & rate)

Summary Table: Specimen Size & Preparation

ParameterSpecification
ShapeCylinder
Diameter100 mm
Length100 mm
Number per set3
Cutting methodCore drill, no hammer chipping
End preparationGround plane, polished
Axis orientationPerpendicular to stratification

flowchart TD
    A[Sample Collection] --> B[Core Drilling]
    B --> C[Cut to 100x100 mm]
    C --> D[End Grinding & Polishing]
    D --> E[Specimen Ready for Test]
    E --> F[Permeability Test with De-aired Water]
    F --> G[Record Test Data & Report]

This ensures uniformity and reliability in permeability testing as per IS 4348.

6Test Pressure

IS 4348: Test Pressure Key Points

1. Test Pressure Specification (Clause 6.1)

  • Test pressure head = 1.1 × actual hydraulic head the stone will experience.
  • Reservoir calibration: pressure range from 0.9 to 1.10 times actual pressure (Clause 7.1).

2. Pressure Control & Regulation (Clause 4.1)

  • Compressed air supply with:
    • Pressure regulated within ±2% of set pressure.
    • Sensitive pressure gauge matching regulator sensitivity.
  • Common air source can serve multiple cells (see Fig. 2).

3. Test Procedure (Clause 7.5)

  • Fill system with water.
  • Apply test pressure (from Clause 6).
  • Record initial gauge reading and collect percolate in a weighed bottle.
  • Continue test until steady state flow is reached (inflow = outflow).
  • Continue test for ~100 hours after steady state; average outflow used for permeability calculation.

4. Pre-test Conditioning

  • Preheat cylinder at 30–35°C for 24–30 hours for a perfect seal.

Summary Table: Test Pressure & Calibration

ParameterValue/Range
Test Pressure Head1.1 × actual hydraulic head
Calibration Pressure Range0.9 to 1.10 × actual pressure
Pressure Regulation±2% of set pressure
Preheating Temperature30–35°C
Preheating Duration24–30 hours
Test Duration after Steady State~100 hours

flowchart LR
    A[Compressed Air Supply] --> B[Pressure Regulator ±2%]
    B --> C[Water Reservoir @ 1.1 × Actual Pressure]
    C --> D[Permeability Cell]
    D --> E[Collection Bottle (Weighed)]
    E --> F[Measure Outflow & Gauge Reading]
    F --> G{Steady State Reached?}
    G -- No --> F
    G -- Yes --> H[Continue Test for 100 hrs]
    H --> I[Calculate Average Outflow]

This ensures accurate simulation of field hydraulic conditions and reliable permeability values.

7Test Procedure

IS 4348: Test Procedure Key Points

1. Water Supply for Permeability Test (Clause 4.2)

  • Use clean, de-aired water.
  • De-air by boiling and cooling.
  • Store in closed, full containers to avoid air contact and agitation.

2. Test Temperature (Clause 7.6)

  • Maintain at 27 ± 3°C for consistency.

3. Reporting Requirements (Clause 9.1)

Include in test report:

  • Specimen identification mark
  • Duration of test
  • Size of specimen
  • Test pressure
  • Test temperature
  • Coefficient of permeability at test temperature
  • Corrected permeability coefficient at standard temperature
  • Permeability trend over time (increase/decrease and rate)

4. Rounding Off Results

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

Additional Notes:

  • Proper specimen preparation and handling are critical.
  • Avoid unnecessary disturbances during testing to ensure accuracy.
flowchart TD
    A[Start Test] --> B[Prepare Specimen]
    B --> C[Use De-aired Water]
    C --> D[Maintain Test Temp 27±3°C]
    D --> E[Apply Test Pressure]
    E --> F[Measure Permeability]
    F --> G[Record Data & Observations]
    G --> H[Report Results as per Clause 9.1]
    H --> I[End Test]

This concise summary ensures compliance with IS 4348 test procedures for permeability.

8Calculation

IS 4348: Key Formulas and Specifications for Calculation

  • Coefficient of Permeability (K):
    [ K = \frac{Q}{A \times T} \times \frac{L}{H} ] where:

    • (K) = coefficient of permeability (cm/sec)
    • (Q) = quantity of water percolated (ml)
    • (A) = cross-sectional area of specimen (cm²)
    • (T) = time over which (Q) is measured (sec)
    • (H/L) = ratio of pressure head to specimen thickness (same units)
  • Specimen Selection:
    Samples must represent the true average of the stone type or grade (Clause 2.1).

  • Test Reporting Requirements (Clause 9.1):
    Include specimen ID, test duration, specimen size, test pressure, temperature, permeability coefficient at test and standard temperatures, and permeability variation over time.

  • Rounding Off:
    Follow IS 2-1960 rules for rounding numerical values (Clause 0.3).


Summary Table for Calculation

ParameterSymbolUnitDescription
Quantity of waterQmlWater volume percolated
Area of specimen faceAcm²Cross-sectional area
TimeTsecDuration of flow measurement
Pressure head/thicknessH/LdimensionlessRatio of pressure head to thickness

flowchart LR
    Q[Quantity of Water (ml)]
    A[Area of Specimen (cm²)]
    T[Time (sec)]
    HL[Pressure Head / Thickness (H/L)]
    K[Coefficient of Permeability (cm/sec)]

    Q --> K
    A --> K
    T --> K
    HL --> K

This formula and reporting framework ensure consistent and comparable permeability test results per IS 4348.

9Report

IS 4348 - Report Requirements for Permeability Test on Stone

Per Clause 9.1, the test report must include:

  • Identification mark of the specimen
  • Duration of test
  • Size of specimen (dimensions)
  • Test pressure
  • Test temperature
  • Coefficient of permeability (k) at test temperature
  • Corrected coefficient of permeability at standard temperature (usually 27°C)
  • Trend of permeability change over time (increase/decrease and rate)

Key Formula for Temperature Correction of Permeability (typical approach):

[ k_{27} = k_t \times \frac{\mu_t}{\mu_{27}} ]

Where:

  • (k_t) = permeability at test temperature (t)
  • (k_{27}) = permeability corrected to 27°C
  • (\mu_t), (\mu_{27}) = dynamic viscosity of water at temperature (t) and 27°C respectively

Additional Notes:

  • Use de-aired water (Clause 4.2) for testing to avoid air bubbles affecting permeability.
  • Report rounding off values as per IS 2:1960 for numerical consistency.
  • Specimen selection should represent the true average stone quality (Clause 2.1).

flowchart TD
    A[Specimen Preparation] --> B[Permeability Test]
    B --> C{Record Test Data}
    C --> D[Specimen ID]
    C --> E[Test Duration]
    C --> F[Specimen Size]
    C --> G[Test Pressure & Temperature]
    C --> H[Calculate k at test temp]
    H --> I[Correct k to 27°C]
    I --> J[Analyze permeability trend]
    J --> K[Prepare Report]

This ensures a comprehensive and standardized report as per IS 4348.

Popular Questions About IS 4348

?What size and shape should test specimens be according to IS 4348?

According to IS 4348 (1973) for testing permeability of natural building stones:

  • Shape: Cylindrical specimens
  • Dimensions: 100 mm diameter × 100 mm length
  • Number: Three specimens per test set

Specimen Preparation (Clauses 5.1 & 5.2):

  • Cut specimens using core drills or methods that avoid incipient fractures (no hammer chipping).
  • Ends must be ground flat and plane using water and carborundum or emery on a cast iron lap.
  • Axis of specimen must be perpendicular to planes of stratification.
  • Polishing preferably done by electrical polishing machines for efficiency.

This ensures uniformity and reliability in permeability testing of natural stones.

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?How is the permeability cell designed to ensure accurate measurements?

Design of Permeability Cell as per IS 4348

  • Material & Construction:

    • Made of corrosion-resistant metal (e.g., gunmetal).
    • Metal cylinder with a bottom ledge to retain the specimen.
    • Top flange with a removable cover plate.
    • Sheet metal funnel bolted securely on top.
  • Sealing:

    • Rubber or neoprene O-ring/gasket seated in matching grooves between cell and cover plate ensures a water-tight joint.
    • Effective sealing around the specimen is crucial to prevent leakage and ensure accurate permeability.
  • Pressure Resistance:

    • Cell and cover plate designed to safely withstand maximum test pressure.
  • Specimen Size:

    • Typical design for 100 mm diameter specimens (see Fig.1 in IS 4348).
  • Additional Features:

    • Connection for water reservoir and compressed air supply (regulated within ±2% pressure).
    • Drain cock with threaded nipple for sample collection and air bleeding.

Key Precautions for Accuracy:

  • Ensure seal integrity to avoid leakage.
  • Use de-aired water with <0.2% air content to prevent air locks.
  • Wait for steady-state flow before calculating permeability.
  • Correct for evaporation losses during outflow measurement.
Loading diagram...

This design and setup ensure accurate, reliable permeability measurements by controlling specimen confinement, pressure, sealing, and flow conditions.

?Why is de-aired water required for the permeability test?

Why is de-aired water required for the permeability test as per IS 4348?

  • Avoid air locks: Clause 7.7(b) states that dissolved air content in water should not exceed 0.2%. Excess air causes air bubbles or locks inside the specimen pores, which block flow paths and artificially reduce measured permeability.
  • Accurate flow measurement: Air bubbles can distort the flow rate, leading to misleading permeability values.
  • Consistency: Using de-aired water ensures stable and reproducible test conditions by preventing variable air content.
  • Preparation: Water is de-aired by boiling and cooling (Clause 4.2), then stored in closed containers to minimize re-absorption of air.

Summary:

ReasonEffect if not de-aired
Air content > 0.2%Air locks → reduced apparent permeability
Air bubbles in poresErroneous flow data
Variable air contentInconsistent test results

Loading diagram...

In short: De-aired water prevents air bubbles that cause false low permeability readings, ensuring reliable test results.

?How is the coefficient of permeability calculated from test data?

Calculation of Coefficient of Permeability (K) as per IS 4348

From Clause 8.2,
[ K = \frac{Q}{A \times T} \times \frac{L}{H} ]

Where:

  • K = coefficient of permeability (cm/sec)
  • Q = volume of water collected after steady state (ml)
  • A = cross-sectional area of specimen (cm²)
  • T = time duration of flow measurement after steady state (sec)
  • H/L = ratio of pressure head (H) to specimen thickness (L), both in same units

Important Points from Clauses 7.5 - 8.1:

  • Ensure steady state flow (equal inflow and outflow) before calculating K.
  • Collect water over a long period (~100 hours) after steady state for accuracy.
  • Apply corrections for evaporation losses.
  • Seal must be perfect to avoid leakage.
  • Water should have <0.2% dissolved air to prevent air locks.

Summary Formula:

K = (Q / (A × T)) × (L / H)

Diagram: Flow through specimen

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This ensures accurate permeability measurement per IS 4348.

?What precautions are necessary to avoid errors during permeability testing?

Precautions to Avoid Errors in Permeability Testing (IS 4348, Clause 7.7):

  • Effective Seal: Ensure a perfect water-tight seal around the specimen using neoprene O-rings or gaskets. Preheat the permeability cell at 30-35℃ for 24-30 hours before centering the specimen to improve sealing.

  • Use De-aired Water: Water entering the specimen must have ≤0.2% dissolved air to prevent air locks and false low permeability. Boil and cool water for de-airing, store in full closed containers, and periodically check air content from the drain.

  • Steady State Flow: Allow flow rates to stabilize (inflow = outflow) before calculating permeability. Continue the test for ~100 hours after steady state to average out flow variations.

  • Minimize Evaporation: Collect outflow in a humid chamber or apply evaporation loss corrections by blank tests on similar bottles.


Summary Diagram of Key Steps

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Key Tip: Always verify seal integrity and water quality before and during the test to avoid misleading permeability results.

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