IS 12608:1989 specifies the laboratory method for determining the direct shear strength of rock joints through rebound hardness testing using devices like the Schmidt impact hammer and Shore scleroscope. This standard guides engineers and geotechnical professionals in accurately assessing rock hardness by conducting multiple rebound tests on rock specimens, ensuring reliable evaluation of rock mass strength and discontinuities for construction, mining, and geological applications.
Overview
IS 12608:1989 specifies the laboratory method for determining the direct shear strength of rock joints through rebound hardness testing using devices like the Schmidt impact hammer and Shore scleroscope. This standard guides engineers and geotechnical professionals in accurately assessing rock hardness by conducting multiple rebound tests on rock specimens, ensuring reliable evaluation of rock mass strength and discontinuities for construction, mining, and geological applications.
Audience
Contents
Structure
IS 12608 – Scope & Key Specifications for Shore Scleroscope Method
| Parameter | Value |
|---|---|
| Diameter | 5.94 mm |
| Mass | 2.300 ± 0.500 g |
| Overall Length | 20.7 to 21.3 mm |
| Drop Height | 251.2 +0.13 / -0.38 mm |
flowchart TD
A[Sample Preparation] --> B[Clamping Specimen]
B --> C[Hammer Drop]
C --> D[Measure Rebound Height]
D --> E[Calculate Hardness Number]
E --> F[Report Results with Details]
This concise scope ensures standardized hardness testing using the Shore scleroscope per IS 12608.
IS 12608 - Key References, Formulas, and Tables Summary
Include in test reports:
| Parameter | Value |
|---|---|
| Diameter | 5.94 mm |
| Mass | 2.300 ± 0.500 g |
| Length | 20.7 to 21.3 mm |
| Falling distance | 251.2 +0.13/-0.38 mm |
flowchart LR
A[Test Specimen] --> B[Prepare & Store]
B --> C[Conduct Scleroscope Test]
C --> D[Record Data: Hardness, Orientation, Composition]
D --> E[Round off results per IS 2:1960]
E --> F[Report Results with all details]
For detailed formulas or tables, refer directly to IS 12608 and IS 2:1960.
1. Rounding Off (Clause 4.3):
2. Reporting of Test Results (Clause 5.2.4):
Reports must include:
3. Correction Factor (Clause 4.3.1):
[
\text{Correction Factor} = \frac{\text{Specified standard value of anvil}}{\text{Average of 10 readings on calibration anvil}}
]
| Parameter | Details Required |
|---|---|
| Lithologic Description | Rock type, source, depth, orientation |
| Mineral Composition | Approximate minerals & grain sizes |
| Dates | Sampling, testing |
| Storage & Preparation | Conditions and procedures |
| Orientation | Relative to bedding/foliation planes |
| Test Count & Shore Hardness | Number of tests and average hardness |
This ensures consistent, traceable, and reliable test data reporting and evaluation per IS 12608.
IS 12608: Schmidt Impact Hammer Method Key Points
| Parameter | Description |
|---|---|
| ( R_i ) | Individual rebound value |
| ( n ) | Number of tests |
| ( R_{avg} = \frac{1}{n/2} \sum_{i=1}^{n/2} R_i ) | Average of upper 50% rebound values |
| ( R_c = R_{avg} \times K ) | Corrected Schmidt rebound hardness (K = correction factor) |
graph LR
A[Core Specimen] --> B[Steel cradle with semi-cylindrical slot]
A --> C[Steel V-block]
B --> D[Clamped on Steel Base ≥ 20kg]
C --> D
Note: Always calibrate the hammer before use and ensure specimen surface is smooth and clean for reliable results.
IS 12608: Apparatus Specifications for Hardness Testing
| Parameter | Value |
|---|---|
| Diameter | 5.94 mm |
| Mass | 2.300 ± 0.500 g |
| Overall Length | 20.7 to 21.3 mm |
| Drop Distance | 251.2 +0.13 / -0.38 mm |
graph LR
A[Steel Base ≥ 20 kg] --> B[Steel Cradle with Semi-cylindrical Slot]
A --> C[Steel V-block]
B & C --> D[Secure Specimen for Testing]
This apparatus setup ensures consistent and reliable hardness measurements per IS 12608.
IS 12608: Test Procedure Key Points
| Parameter | Value/Description |
|---|---|
| Hammer Type | Type L |
| Impact Energy | 0.74 Nm |
| Specimen Holder Weight | ≥ 20 kg steel base |
| Data Processing | Average top 50% × correction |
| Rounding | Per IS 2:1960 |
flowchart TD
A[Take multiple rebound readings] --> B[Arrange values in descending order]
B --> C[Discard lower 50% values]
C --> D[Calculate average of upper 50%]
D --> E[Multiply by correction factor]
E --> F[Obtain Schmidt rebound hardness]
This procedure ensures reliable and standardized hardness measurement of concrete using the Schmidt hammer.
IS 12608 – Key Calculation Guidelines
[ \text{Correction Factor} = \frac{\text{Specified standard value of the anvil}}{\text{Average of 10 readings on calibration anvil}} ]
| Parameter | Formula / Method | Notes |
|---|---|---|
| Rounding off | IS 2:1960 rules | Match significant digits |
| Correction factor | (\frac{\text{Specified value}}{\text{Avg. of 10 readings}}) | Calibration adjustment |
| Shore scleroscope hardness | Average of ≥ 25 readings | Ensures statistical reliability |
flowchart LR
A[Test/Analysis Result] --> B[Rounding off per IS 2:1960]
B --> C[Apply Correction Factor]
C --> D[Calculate Average of ≥ 25 Readings (Shore Hardness)]
D --> E[Final Compliant Value]
This ensures accuracy, repeatability, and compliance with IS 12608.
IS 12608: Reporting of Results - Key Points
Rock Description & Source:
Specimen Details:
Testing Details:
| Parameter | Details to Report |
|---|---|
| Lithologic Description | Rock type, mineralogy, grain size |
| Sample Source | Location, depth, orientation |
| Specimen Type & Size | Core/blasted/in situ; dimensions |
| Sampling & Testing Dates | Date of collection and testing |
| Storage Conditions | Exposure to moisture, temperature, drying |
| Test Orientation | Hammer axis, test surface orientation |
| Clamping Method | V-block or clamps |
| Test Results | Number of tests, average hardness value |
This ensures traceability, reproducibility, and clarity in rock hardness testing reports as per IS 12608.
Shore Scleroscope Method (IS 12608)
| Parameter | Value |
|---|---|
| Diameter | 5.94 mm |
| Mass | 2.300 ± 0.500 g |
| Overall length | 20.7 to 21.3 mm |
| Drop height | 251.2 +0.13 / -0.38 mm |
[ \text{Shore Hardness} = \frac{1}{n} \sum_{i=1}^{n} h_i \quad \text{where } n \geq 25, \quad h_i = \text{rebound height (mm)} ]
flowchart LR
A[Start Test] --> B[Place Specimen]
B --> C[Drop Hammer from 251.2 mm]
C --> D[Measure Rebound Height]
D --> E{Completed 25+ tests?}
E -- No --> C
E -- Yes --> F[Calculate Average Rebound]
F --> G[Report Shore Hardness Number]
This method provides a quantitative, repeatable measure of rock hardness using rebound height.
IS 12608 - Apparatus for Hardness Testing
| Parameter | Value |
|---|---|
| Diameter | 5.94 mm |
| Mass | 2.300 ± 0.500 g |
| Overall Length | 20.7 to 21.3 mm |
| Drop Height | 251.2 +0.13 / -0.38 mm |
flowchart LR
A[Push Schmidt Hammer Plunger] --> B[Spring Compression]
B --> C[Spring Releases Mass]
C --> D[Mass Impacts Specimen]
D --> E[Mass Rebounds]
E --> F[Measure Rebound Height on Scale]
F --> G[Calculate Hardness Number]
This summarizes key apparatus specs and operation principles from IS 12608.
IS 12608: Test Procedure Key Points
| Step | Action |
|---|---|
| 1 | Sort values in descending order |
| 2 | Discard lower 50% values |
| 3 | Average upper 50% values |
| 4 | Multiply by correction factor |
| 5 | Round off per IS 2:1960 |
flowchart TD
A[Measure test values] --> B[Sort in descending order]
B --> C[Discard lower 50%]
C --> D[Average upper 50%]
D --> E[Multiply by correction factor]
E --> F[Round off as per IS 2:1960]
F --> G[Schmidt rebound hardness]
This ensures consistent, accurate hardness values per IS 12608.
IS 12608 - Key Formulas & Specifications for Calculations
Rounding Off (Clause 4.3):
Follow IS 2:1960 rules for rounding.
Correction Factor (Clause 4.3.1):
[
\text{Correction Factor} = \frac{\text{Specified standard value of the anvil}}{\text{Average of 10 readings on calibration anvil}}
]
Shore Scleroscope Hardness (Clause 5.2.3):
| Parameter | Formula / Method | Notes |
|---|---|---|
| Correction Factor | (\frac{\text{Specified value}}{\text{Avg. of 10 readings}}) | For calibration adjustments |
| Shore Scleroscope Hardness | Average of ≥ 25 readings | Ensures statistical reliability |
| Rounding Off | Per IS 2:1960 rules | Match significant figures |
flowchart LR
A[Start: Measurement] --> B[Take 10 readings on calibration anvil]
B --> C[Calculate average of 10 readings]
C --> D[Compute Correction Factor]
D --> E[Take ≥ 25 hardness measurements on specimen]
E --> F[Calculate average hardness]
F --> G[Round off final values as per IS 2:1960]
G --> H[Compliance check]
This ensures precision and standard compliance in hardness testing per IS 12608.
IS 12608: Reporting of Results – Key Points
Each test report must include:
Rock Description:
Specimen Details:
Test Setup:
Results:
| Parameter | Details to Report |
|---|---|
| Lithologic Description | Rock type, mineralogy, grain size |
| Sample Source | Location, depth, orientation |
| Specimen Type & Size | Core/blasted/broken, dimensions |
| Sampling & Testing Dates | Dates, storage conditions |
| Test Orientation | Hammer axis, test surface orientation |
| Clamping Method | V-block or clamps |
| Test Results | Number of tests, average hardness values |
flowchart TD
A[Sample Collection] --> B[Specimen Preparation]
B --> C[Testing]
C --> D[Record Test Parameters]
D --> E[Calculate Hardness]
E --> F[Apply Rounding (IS 2:1960)]
F --> G[Prepare Report]
G --> H[Include Rock & Test Details]
This ensures consistency and traceability in test reporting as per IS 12608.
IS 12608 - Precautions and Notes Summary
Rounding Off (Clause 4.3):
Reporting of Results (Clause 5.2.4):
Reports must include:
| Parameter | Requirement |
|---|---|
| Rounding rules | Follow IS 2:1960 rules for numerical values |
| Test report details | Comprehensive geological and procedural info |
| Specimen orientation | Must be noted if significant |
| Average shore hardness | Reported with number of tests |
flowchart TD
A[Specimen Sampling] --> B[Specimen Preparation]
B --> C[Test Execution]
C --> D[Data Recording]
D --> E[Apply IS 2:1960 Rounding]
E --> F[Report Compilation]
F --> G[Include Geological & Procedural Info]
This ensures compliance and reliability in rock testing as per IS 12608.
IS 12608: References and Related Standards – Key Points
Rounding Off (IS 2:1960)
Final test or calculation results must be rounded per IS 2:1960 rules, retaining the same significant figures as specified in IS 12608.
Reporting of Test Results (Clause 5.2.4)
Include in the test report:
Standard Mark Usage
Governed by BIS Act 1986; ensures compliance through inspection, testing, and quality control.
Revision and Amendments
Indian Standards are periodically reviewed; users must verify possession of latest versions.
| Parameter | Details to Report |
|---|---|
| Lithologic Description | Rock type, source, geographic location, depth |
| Mineral Composition & Grain Size | Approximate percentages and sizes |
| Dates & Storage | Sampling date, testing date, storage conditions |
| Orientation | Test surface vs bedding/foliation planes |
| Test Count & Shore Hardness | Number of tests, average shore hardness |
flowchart TD
A[Test/Analysis Result] --> B{Round off per IS 2:1960}
B --> C[Retain same significant digits as specified]
C --> D[Report rounded result]
For detailed formulas or test procedures, refer to respective clauses in IS 12608 and related BIS standards.
Frequently Asked
Suitable Rock Specimens for Testing under IS 12608
IS 12608 covers the Method for Determination of Hardness of Rock. While it does not explicitly list rock types, the standard implies:
Key points for specimen selection:
Summary:
| Criteria | Requirement |
|---|---|
| Specimen size | Small pieces, securely clamped |
| Surface | Flat, smooth, oriented if needed |
| Rock type | Any lithology suitable for hardness testing |
This method applies broadly to most rock types encountered in engineering geology and geotechnical investigations.
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Calibration of Schmidt Impact Hammer (IS 12608)
Key points:
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This process ensures reliable hardness measurement of rock specimens using the Schmidt hammer.
According to IS 12608, the minimum number of hardness tests required per specimen is:
Additional notes:
This ensures statistically reliable hardness values and avoids localized damage effects.
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Orientation Corrections in Hardness Measurements (IS 12608)
| Step | Description |
|---|---|
| 1. Choose hammer orientation | Preferably vertical up/down or horizontal ±5° |
| 2. If not feasible | Test at actual angle |
| 3. Apply correction | Use IS 11315 correction curves to adjust reading |
| 4. Report | Document orientation & correction applied |
This ensures consistent and comparable hardness values regardless of test orientation.
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Differences between Schmidt Hammer and Shore Scleroscope methods (IS 12608):
| Aspect | Schmidt Hammer (Clause 3.1.1 & 4) | Shore Scleroscope (Clause 3.1.2 & 5) |
|---|---|---|
| Principle | Spring-loaded piston impacts metal anvil on rock surface; rebound height measures hardness. | Diamond-tipped indenter dropped on specimen; rebound height measured. |
| Application | Field and laboratory use; suitable for rock hardness. | Laboratory use; measures hardness of rock minerals. |
| Indenter size | Larger metal anvil contact area. | Small diamond tip; sensitive to mineral heterogeneity. |
| Sample requirement | Rock surface or core specimen; limited use on very soft/hard rocks. | Requires multiple tests on mineral grains for average. |
| Data output | Single hardness value per test; empirical measure. | Average of many rebound readings due to heterogeneity. |
| Use case | Quick field hardness estimation. | Precise lab verification and mineral hardness testing. |
Summary:
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