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.
Overview
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.
Audience
Contents
Structure
IS 4348: Scope - Key Specifications and Requirements
Specimen Size (Clause 5.1):
Test Reporting (Clause 9.1): Reports must include:
Reservoir Calibration (Clause 7.1):
Rounding Off (Clause 0.3):
[ k_c = k_t \times \frac{T_s + 273}{T_t + 273} ]
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.
IS 4348: Selection of Sample for Permeability Testing of Natural Building Stones
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.
| Aspect | Specification |
|---|---|
| Sample representativeness | True average of stone type/grade |
| Sample source | Quarried stone or natural rock |
| Sample size | Sufficient for number of test pieces required |
| Multiple samples | Required if quality varies perceptibly |
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.
IS 4348: Apparatus Key Specifications & Setup
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.
IS 4348 - Water Supply for Permeability Tests: Key Points
[ \text{Volume} = \text{(Gauge divisions)} \times \text{Calibration constant (ml/division)} ]
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.
IS 4348: Test Specimens - Key Specifications & Procedures
Include for each specimen:
| Parameter | Specification |
|---|---|
| Shape | Cylinder |
| Diameter | 100 mm |
| Length | 100 mm |
| Number per set | 3 |
| Cutting method | Core drill, no hammer chipping |
| End preparation | Ground plane, polished |
| Axis orientation | Perpendicular 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.
IS 4348: Test Pressure Key Points
| Parameter | Value/Range |
|---|---|
| Test Pressure Head | 1.1 × actual hydraulic head |
| Calibration Pressure Range | 0.9 to 1.10 × actual pressure |
| Pressure Regulation | ±2% of set pressure |
| Preheating Temperature | 30–35°C |
| Preheating Duration | 24–30 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.
IS 4348: Test Procedure Key Points
Include in test report:
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.
IS 4348: Key Formulas and Specifications for Calculation
Coefficient of Permeability (K):
[
K = \frac{Q}{A \times T} \times \frac{L}{H}
]
where:
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).
| Parameter | Symbol | Unit | Description |
|---|---|---|---|
| Quantity of water | Q | ml | Water volume percolated |
| Area of specimen face | A | cm² | Cross-sectional area |
| Time | T | sec | Duration of flow measurement |
| Pressure head/thickness | H/L | dimensionless | Ratio 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.
IS 4348 - Report Requirements for Permeability Test on Stone
Per Clause 9.1, the test report must include:
[ k_{27} = k_t \times \frac{\mu_t}{\mu_{27}} ]
Where:
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.
Frequently Asked
According to IS 4348 (1973) for testing permeability of natural building stones:
This ensures uniformity and reliability in permeability testing of natural stones.
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Design of Permeability Cell as per IS 4348
Material & Construction:
Sealing:
Pressure Resistance:
Specimen Size:
Additional Features:
Key Precautions for Accuracy:
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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 as per IS 4348?
| Reason | Effect if not de-aired |
|---|---|
| Air content > 0.2% | Air locks → reduced apparent permeability |
| Air bubbles in pores | Erroneous flow data |
| Variable air content | Inconsistent test results |
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In short: De-aired water prevents air bubbles that cause false low permeability readings, ensuring reliable test results.
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 = (Q / (A × T)) × (L / H)
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This ensures accurate permeability measurement per IS 4348.
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.
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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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