IS 126081989AI Search Enabled✦ AI Generated

rock joints-direct shear strength-laboratory method of determination

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.

15Sections
45Clauses Indexed
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1989Edition
Rock MechanicsCategory
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What This Standard Covers

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.

Who Uses This Standard

  • Geotechnical Engineers
  • Rock Mechanics Specialists
  • Mining Engineers
  • Civil Engineers
  • Geologists
  • Laboratory Technicians
  • Construction Material Testers

Key Topics Covered

Laboratory determination of rock joint shear strength
Use of Schmidt impact hammer for hardness testing
Shore scleroscope method for rebound hardness
Specimen preparation and clamping techniques
Calibration and verification of testing instruments
Test surface requirements and orientation corrections
Data reporting and result interpretation
Minimum number of tests and spacing criteria
Calculation of correction factors
Handling of heterogeneous rock specimens
Comparison with IS 11315 for discontinuity description
Limitations of indentation and scratch hardness tests

Table of Contents

1Scope

IS 12608 – Scope & Key Specifications for Shore Scleroscope Method

Scope (Summary from Clause 4.3 & 5.2.1)

  • Purpose: To determine hardness of rock using the Shore scleroscope.
  • Instrument Models: Model C (recommended Model C-2 for rock) and Model D.
  • Model C Hammer Specifications:
ParameterValue
Diameter5.94 mm
Mass2.300 ± 0.500 g
Overall Length20.7 to 21.3 mm
Drop Height251.2 +0.13 / -0.38 mm
  • Measurement: Hammer drops inside a glass tube; rebound height (0 to 140 mm scale) indicates hardness.

Calculation & Reporting (Clause 4.3 & 4.4)

  • Calculation: Use rebound height as hardness number.
  • Rounding: Follow IS 2:1960 rounding rules matching significant figures.
  • Report Includes:
    • Rock lithology, sample source/location.
    • Specimen type, size, shape.
    • Sampling/testing dates, storage conditions.
    • Hammer axis orientation, clamping method.
    • Schmidt hardness value.

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.

2References

IS 12608 - Key References, Formulas, and Tables Summary

1. Rounding Off (Clause 4.3)

  • Final test or calculated values must be rounded as per IS 2:1960.
  • Retain the same number of significant figures as specified in the standard.

2. Reporting of Test Results (Clause 5.2.4)

Include in test reports:

  • Lithologic description, sample source, depth, orientation.
  • Mineral composition and grain size.
  • Sampling/testing dates, storage, specimen prep.
  • Orientation relative to bedding/foliation.
  • Number of tests and average shore hardness.

3. Scleroscope Hardness Apparatus (Clause 5.2.1)

  • Recommended: Model C-2 for rock.
  • Hammer specs:
ParameterValue
Diameter5.94 mm
Mass2.300 ± 0.500 g
Length20.7 to 21.3 mm
Falling distance251.2 +0.13/-0.38 mm

4. Standard Mark & BIS

  • Products with Standard Mark comply with BIS inspection, testing, and quality control.
  • BIS copyrights publications; permission needed for reproduction.

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.

3Definitions

IS 12608: Definitions - Key Formulas & Specifications

1. Rounding Off (Clause 4.3):

  • Final test or analysis values must be rounded as per IS 2:1960.
  • Number of significant digits retained should match the specified value in the standard.

2. Reporting of Test Results (Clause 5.2.4):
Reports must include:

  • Lithologic description, sample source, depth, and orientation.
  • Mineral composition and grain sizes.
  • Sampling/testing dates, storage, and preparation details.
  • Orientation of test surface relative to bedding/foliation.
  • Number of tests and average shore hardness.

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}} ]


Summary Table for Reporting (Clause 5.2.4)

ParameterDetails Required
Lithologic DescriptionRock type, source, depth, orientation
Mineral CompositionApproximate minerals & grain sizes
DatesSampling, testing
Storage & PreparationConditions and procedures
OrientationRelative to bedding/foliation planes
Test Count & Shore HardnessNumber of tests and average hardness

This ensures consistent, traceable, and reliable test data reporting and evaluation per IS 12608.

4Schmidt Impact Hammer Method

IS 12608: Schmidt Impact Hammer Method Key Points

Apparatus (Clause 4.1)

  • Type L Schmidt Hammer with impact energy = 0.74 Nm.
  • Steel base ≥ 20 kg for specimen clamping.
  • Core specimen holders: steel cradle with semi-cylindrical slot or V-block (Fig. 1).

Testing Procedure (Clause 4.3.2)

  1. Take multiple rebound readings.
  2. Arrange values in descending order.
  3. Discard the lower 50% of values.
  4. Average the upper 50%.
  5. Multiply by correction factorSchmidt Rebound Hardness.

Principle (Clauses 3.1.1 & 3.1.2)

  • Impact hammer piston rebounds off rock surface.
  • Rebound height ∝ hardness.
  • Limited accuracy for very soft/hard rocks.
  • Shore scleroscope (lab device) uses diamond indenter; needs many tests due to rock heterogeneity.

Formula Summary

ParameterDescription
( 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)

Diagram: Core Specimen Holder Setup

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.

4.1Apparatus

IS 12608: Apparatus Specifications for Hardness Testing

1. Scleroscope Hardness Tester (Clause 5.2.1)

  • Models: Model C (recommended: C-2 for rock), Model D
  • Hammer Dimensions (Model C):
ParameterValue
Diameter5.94 mm
Mass2.300 ± 0.500 g
Overall Length20.7 to 21.3 mm
Drop Distance251.2 +0.13 / -0.38 mm
  • Operation: Hammer drops inside a glass tube; rebound height on a 0–140 mm scale indicates hardness.

2. Schmidt Hammer (Clause 4.1)

  • Type: Type L with impact energy of 0.74 Nm
  • Operation: Spring-loaded mass impacts plunger; rebound height on scale measures hardness.
  • Specimen Support: Steel base ≥ 20 kg; use steel cradle or V-block for cores (see Fig. 1).

3. Rounding Off (General)

  • Follow IS 2:1960 rules for rounding numerical results.
  • Retain significant figures consistent with the specified values.

4. Specimen Holding (Fig. 1 Conceptual)

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.

4.2Test Procedure

IS 12608: Test Procedure Key Points

Apparatus (Clause 4.1)

  • Schmidt Hammer Type L: Impact energy = 0.74 Nm
  • Measures rebound height of mass → indicates hardness.
  • Portable for lab/field use.
  • Specimen held on a steel base (min 20 kg) or in a steel cradle/V-block for cores (Fig.1).

Calculations (Clause 4.3.2)

  1. Arrange measured values in descending order.
  2. Discard the lower 50% values.
  3. Calculate the average of the upper 50% values.
  4. Multiply this average by a correction factor to get the Schmidt rebound hardness.

Rounding Off (General Clause)

  • Follow IS 2:1960 rules.
  • Retain the same significant figures as specified in the standard.

Summary Table: Schmidt Hammer Test

ParameterValue/Description
Hammer TypeType L
Impact Energy0.74 Nm
Specimen Holder Weight≥ 20 kg steel base
Data ProcessingAverage top 50% × correction
RoundingPer 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.

4.3Calculations

IS 12608 – Key Calculation Guidelines

1. Rounding Off (Clause 4.3)

  • Final values (test or analysis results) must be rounded as per IS 2:1960.
  • Retain the same number of significant digits as the specified value in the standard.

2. 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}} ]

  • Use this factor to adjust test results for calibration accuracy.

3. Shore Scleroscope Hardness (Clause 5.2.3)

  • Calculate hardness as the average of at least 25 measurements on the same specimen.

Summary Table:

ParameterFormula / MethodNotes
Rounding offIS 2:1960 rulesMatch significant digits
Correction factor(\frac{\text{Specified value}}{\text{Avg. of 10 readings}})Calibration adjustment
Shore scleroscope hardnessAverage of ≥ 25 readingsEnsures 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.

4.4Reporting of Results

IS 12608: Reporting of Results - Key Points

Required Information in Test Report (Clauses 4.4 & 5.2.4)

  • Rock Description & Source:

    • Lithology, mineral composition, grain size
    • Geographic location, depth, orientation of sample
  • Specimen Details:

    • Type (core, blasted, broken, in situ)
    • Size and shape of specimen
    • Orientation of test surface relative to bedding/foliation planes
  • Testing Details:

    • Date of sampling and testing
    • Storage and preparation conditions (temperature, moisture)
    • Orientation of hammer axis during test
    • Method of clamping (V-block/clamps)
    • Number of tests and average hardness value (e.g., Shore or Schmidt hardness)

Rounding Off Results (Clause None)

  • Follow IS 2:1960 rules for rounding numerical values.
  • Retain the same number of significant figures as specified in the standard.

Summary Table for Reporting

ParameterDetails to Report
Lithologic DescriptionRock type, mineralogy, grain size
Sample SourceLocation, depth, orientation
Specimen Type & SizeCore/blasted/in situ; dimensions
Sampling & Testing DatesDate of collection and testing
Storage ConditionsExposure to moisture, temperature, drying
Test OrientationHammer axis, test surface orientation
Clamping MethodV-block or clamps
Test ResultsNumber of tests, average hardness value

This ensures traceability, reproducibility, and clarity in rock hardness testing reports as per IS 12608.

5Shore Scleroscope Method

Shore Scleroscope Method (IS 12608)

Key Specifications (Clause 5.2.1)

  • Instrument Models: Model C (recommended Model C-2 for rock), Model D
  • Hammer Dimensions (Model C):
    ParameterValue
    Diameter5.94 mm
    Mass2.300 ± 0.500 g
    Overall length20.7 to 21.3 mm
    Drop height251.2 +0.13 / -0.38 mm

Test Procedure (Clause 5.2.3)

  • Perform at least 25 rebound tests on the same specimen.
  • Compute the average rebound height as the Shore scleroscope hardness number.

Important Notes

  • Due to rock heterogeneity and small indenter size, multiple tests ensure representativeness.
  • The rebound height (in mm) is read from a scale visible through the glass tube.
  • The hardness value correlates with material resistance to indentation.

Summary Formula

[ \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.

5.1Apparatus

IS 12608 - Apparatus for Hardness Testing

1. Scleroscope Hardness Tester (Clause 5.2.1)

  • Models: Model C (recommended C-2 for rock) and Model D.
  • Hammer Dimensions (Model C):
ParameterValue
Diameter5.94 mm
Mass2.300 ± 0.500 g
Overall Length20.7 to 21.3 mm
Drop Height251.2 +0.13 / -0.38 mm
  • Operation: Hammer drops from fixed height inside a glass tube; rebound height on scale 0–140 mm indicates hardness.

2. Schmidt Hammer (Clause 4.1)

  • Type: Type L hammer with impact energy 0.74 Nm.
  • Function: Measures rebound height of mass after impact on specimen.
  • Specimen Holding: Steel base ≥ 20 kg; use steel cradle or V-block for cores (see Fig. 1).

3. Rounding Off (General)

  • Follow IS 2:1960 for rounding final hardness values to match significant figures of specified values.

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.

5.2Test Procedure

IS 12608: Test Procedure Key Points

Apparatus (Clause 4.1)

  • Schmidt Hammer Type L with impact energy 0.74 Nm.
  • Steel base: Minimum weight 20 kg for clamping specimens.
  • Core specimens tested in a steel cradle (semi-cylindrical slot matching core radius) or steel V-block (see Fig. 1).

Test Data Handling (Clause 4.3.2)

  1. Measure test values and tabulate in descending order.
  2. Discard the lower 50% of values.
  3. Calculate the average of the upper 50%.
  4. Multiply this average by a correction factor to get the Schmidt rebound hardness.

Rounding Off (General Clause)

  • Round final test values as per IS 2:1960.
  • Retain the same number of significant figures as specified in the standard.

Summary Table: Test Value Processing

StepAction
1Sort values in descending order
2Discard lower 50% values
3Average upper 50% values
4Multiply by correction factor
5Round 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.

5.3Calculations

IS 12608 - Key Formulas & Specifications for Calculations

  • Rounding Off (Clause 4.3):
    Follow IS 2:1960 rules for rounding.

    • Final values (test or analysis) must be rounded to the same number of significant figures as the specified value in the standard.
  • 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):

    • Calculate the hardness as the average of at least 25 measurements on the same specimen.

Summary Table for Calculations

ParameterFormula / MethodNotes
Correction Factor(\frac{\text{Specified value}}{\text{Avg. of 10 readings}})For calibration adjustments
Shore Scleroscope HardnessAverage of ≥ 25 readingsEnsures statistical reliability
Rounding OffPer IS 2:1960 rulesMatch 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.

5.4Reporting of Results

IS 12608: Reporting of Results – Key Points

Reporting Requirements (Clauses 4.4 & 5.2.4)

Each test report must include:

  • Rock Description:

    • Lithology, mineral composition, grain size.
    • Source details: geographic location, depth, orientation.
  • Specimen Details:

    • Type (core, blasted, broken, in situ).
    • Size and shape of specimen.
    • Sampling and testing dates.
    • Storage conditions (temperature, moisture, drying).
  • Test Setup:

    • Orientation of test surface relative to bedding/foliation.
    • Orientation of hammer axis.
    • Clamping method (V-block, clamps).
  • Results:

    • Number of tests conducted.
    • Average Shore hardness or Schmidt hardness values.

Rounding Off Results (Clause None)

  • Follow IS 2:1960 for rounding numerical values.
  • Retain the same number of significant figures as specified in the standard.

Summary Table for Reporting

ParameterDetails to Report
Lithologic DescriptionRock type, mineralogy, grain size
Sample SourceLocation, depth, orientation
Specimen Type & SizeCore/blasted/broken, dimensions
Sampling & Testing DatesDates, storage conditions
Test OrientationHammer axis, test surface orientation
Clamping MethodV-block or clamps
Test ResultsNumber 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.

6Precautions and Notes

IS 12608 - Precautions and Notes Summary

Key Points from Clauses:

  • Rounding Off (Clause 4.3):

    • Final test or calculation results must be rounded per IS 2:1960.
    • Retain the same number of significant figures as the specified values in IS 12608.
  • Reporting of Results (Clause 5.2.4):
    Reports must include:

    • Lithologic description, source, depth, orientation.
    • Mineral composition and grain size.
    • Sampling/testing dates, storage, specimen preparation.
    • Orientation relative to bedding/foliation.
    • Number of tests and average shore hardness.

Important Specifications:

ParameterRequirement
Rounding rulesFollow IS 2:1960 rules for numerical values
Test report detailsComprehensive geological and procedural info
Specimen orientationMust be noted if significant
Average shore hardnessReported with number of tests

Practical Notes:

  • Ensure accurate specimen orientation as it affects rock properties.
  • Maintain traceability: sampling location, dates, and storage conditions.
  • Use consistent rounding to avoid misinterpretation of results.
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.

7References and Related Standards

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:

    • Lithologic description, source, location, depth, orientation
    • Mineral composition and grain sizes
    • Sampling/testing dates, storage, preparation details
    • Orientation of test surface relative to bedding/foliation
    • Number of tests and average shore hardness
  • 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.


Summary Table: Reporting Requirements (Clause 5.2.4)

ParameterDetails to Report
Lithologic DescriptionRock type, source, geographic location, depth
Mineral Composition & Grain SizeApproximate percentages and sizes
Dates & StorageSampling date, testing date, storage conditions
OrientationTest surface vs bedding/foliation planes
Test Count & Shore HardnessNumber of tests, average shore hardness

Rounding Off Rule (IS 2:1960)

  • Round to the same number of significant digits as the standard’s specified value.
  • Example: If specified value is 3.56 (3 significant digits), round result to 3 significant digits.

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.

Popular Questions About IS 12608

?What types of rock specimens are suitable for testing under IS 12608?

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:

  • Small individual pieces of rock are suitable.
  • Specimens must be securely clamped to a rigid base to prevent movement or vibration during testing (Clause 4.2.4).
  • The test surface orientation relative to bedding or foliation planes should be noted if significant (Clause 5.2.4).

Key points for specimen selection:

  • Representative of the rock mass (lithology, mineral composition, grain size).
  • Sufficient size to allow proper clamping and testing.
  • Surface preparation to obtain a flat, smooth test surface.

Summary:

CriteriaRequirement
Specimen sizeSmall pieces, securely clamped
SurfaceFlat, smooth, oriented if needed
Rock typeAny lithology suitable for hardness testing

This method applies broadly to most rock types encountered in engineering geology and geotechnical investigations.

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?How is the Schmidt impact hammer calibrated before testing?

Calibration of Schmidt Impact Hammer (IS 12608)

  • Before each testing sequence, calibrate the Schmidt hammer using a calibration test anvil (Clause 4.2.1).
  • Take 10 rebound readings on the test anvil.
  • Calculate the average rebound value from these 10 readings.
  • If the average rebound value deviates significantly from the standard value for the calibration anvil, the hammer requires adjustment or servicing.

Key points:

  • Use the Type L hammer with impact energy of 0.74 Nm (Clause 4.1a).
  • Calibration ensures accuracy and repeatability of hardness measurements.
  • The test anvil provides a stable, known hardness surface for consistent calibration.
Loading diagram...

This process ensures reliable hardness measurement of rock specimens using the Schmidt hammer.

?What is the minimum number of hardness tests required per specimen?

According to IS 12608, the minimum number of hardness tests required per specimen is:

  • At least 25 individual tests on any one rock sample (Clause 4.2.6).
  • Test locations must be spaced at least twice the diameter of the plunger apart.
  • The hardness value is the average of not less than 25 measurements on the same specimen (Clause 5.2.3).

Additional notes:

  • Any test causing visible cracking or failure invalidates that test and the specimen.
  • Use a Schmidt hammer with a plunger diameter as specified.
  • Specimens must be securely clamped on a steel base or cradle (Clause 4.1).

This ensures statistically reliable hardness values and avoids localized damage effects.

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?How are orientation corrections applied to hardness measurements?

Orientation Corrections in Hardness Measurements (IS 12608)

  • Hardness readings depend on the orientation of the hammer: vertical upwards, horizontal, or vertical downwards ±5°.
  • If testing at these standard orientations is not possible (e.g., in situ in tunnels), test at the available angle.
  • Apply correction factors from IS 11315 (Part 5):1987 to convert readings to equivalent horizontal or vertical values.
  • Record the hammer orientation and any corrections applied in the test report.
  • The correction curves/factors adjust for gravity and hammer rebound differences due to orientation.

Summary of Procedure:

StepDescription
1. Choose hammer orientationPreferably vertical up/down or horizontal ±5°
2. If not feasibleTest at actual angle
3. Apply correctionUse IS 11315 correction curves to adjust reading
4. ReportDocument orientation & correction applied

This ensures consistent and comparable hardness values regardless of test orientation.

Loading diagram...
?What are the differences between the Schmidt hammer and Shore scleroscope methods?

Differences between Schmidt Hammer and Shore Scleroscope methods (IS 12608):

AspectSchmidt Hammer (Clause 3.1.1 & 4)Shore Scleroscope (Clause 3.1.2 & 5)
PrincipleSpring-loaded piston impacts metal anvil on rock surface; rebound height measures hardness.Diamond-tipped indenter dropped on specimen; rebound height measured.
ApplicationField and laboratory use; suitable for rock hardness.Laboratory use; measures hardness of rock minerals.
Indenter sizeLarger metal anvil contact area.Small diamond tip; sensitive to mineral heterogeneity.
Sample requirementRock surface or core specimen; limited use on very soft/hard rocks.Requires multiple tests on mineral grains for average.
Data outputSingle hardness value per test; empirical measure.Average of many rebound readings due to heterogeneity.
Use caseQuick field hardness estimation.Precise lab verification and mineral hardness testing.

Summary:

  • Schmidt hammer is a field-friendly, empirical test for rock hardness using a spring impact.
  • Shore scleroscope is a lab-based, precise test using a diamond indenter and multiple readings for mineral hardness.
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