IS 107821983AI Search Enabled✦ AI Generated

Method for laboratory determination of dynamic modulus of rock core specimens

IS 10782:1983 specifies the laboratory method for determining the dynamic modulus of rock core specimens using ultrasonic pulse transmission techniques. It guides engineers and geotechnical professionals in measuring compressional and shear wave velocities through rock samples to calculate dynamic elastic properties critical for rock mechanics and civil engineering applications.

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104Clauses Indexed
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1983Edition
Rock MechanicsCategory
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What This Standard Covers

IS 10782:1983 specifies the laboratory method for determining the dynamic modulus of rock core specimens using ultrasonic pulse transmission techniques. It guides engineers and geotechnical professionals in measuring compressional and shear wave velocities through rock samples to calculate dynamic elastic properties critical for rock mechanics and civil engineering applications.

Who Uses This Standard

  • Geotechnical Engineers
  • Rock Mechanics Specialists
  • Civil Engineers
  • Geologists
  • Laboratory Technicians
  • Mining Engineers
  • Research Scientists in Material Testing

Key Topics Covered

Preparation of rock core specimens
Ultrasonic pulse transmission technique
Measurement of compressional (P-wave) velocity
Measurement of shear (S-wave) velocity
Use of piezoelectric transducers
Acoustic coupling methods
Oscilloscope settings and transit time measurement
Calculation of dynamic modulus from wave velocities
Specimen dimension and geometry requirements
Data reporting and documentation
Accuracy and repeatability considerations
Equipment specifications including pulse generator and amplifier

Table of Contents

1Scope

IS 10782: Scope and Key Specifications

  • Scope: Covers testing of concrete specimens for specific properties using ultrasonic pulse velocity methods.

Specimen Dimensions (Clause 2.3)

  • Specimen preferably a right circular cylinder.
  • Tolerances as per Clause 2.3.
  • Other regular geometries acceptable.
  • Preparation per IS 9179-1979.

Oscilloscope Requirements (Clause 3.3.4)

  • Double beam oscilloscope with:
    • Bandwidth: DC to 15 MHz
    • Rise time: ≤ 0.02 µs
  • Must have:
    • Inbuilt delay time marker or external marker generator (preferably movable).
    • Time base sweep rate: max 0.1 µs/cm on at least one channel.
    • X-amplification: at least 10× in addition to normal Y-amplifier.

Reporting (Rounding off)

  • Follow IS 2-1960 for rounding values.

Summary Table

ParameterSpecification
Specimen ShapeRight circular cylinder preferred
Oscilloscope BandwidthDC - 15 MHz
Oscilloscope Rise Time≤ 0.02 µs
Time Base Sweep Rate≤ 0.1 µs/cm
X-Amplification≥ 10×
Rounding OffAs per IS 2-1960

This ensures accurate ultrasonic pulse velocity testing per IS 10782.

2Rock Core Specimen

IS 10782: Rock Core Specimen - Key Formulas & Specifications

This standard focuses on determining the dynamic modulus of rock cores using ultrasonic wave velocities.

Specimen Requirements:

  • Shape: Cylindrical core specimens.
  • Dimensions: Typically diameter 38 mm or 50 mm, length 2–3 times diameter.
  • Surface: Smooth, parallel ends for accurate wave transmission.

Key Formulas:

  1. Dynamic Young’s Modulus (E_d):

[ E_d = \rho V_p^2 (1 + \mu)(1 - 2\mu) / (1 - \mu) ]

Where:

  • ( \rho ) = density of the rock (kg/m³)
  • ( V_p ) = longitudinal ultrasonic wave velocity (m/s)
  • ( \mu ) = Poisson’s ratio (dimensionless)
  1. Poisson’s Ratio (μ):

[ \mu = \frac{V_p^2 - 2V_s^2}{2(V_p^2 - V_s^2)} ]

Where:

  • ( V_s ) = shear wave velocity (m/s)
  1. Dynamic Shear Modulus (G):

[ G = \rho V_s^2 ]


Typical Table for Wave Velocities and Moduli:

ParameterSymbolUnitTypical Range
Density( \rho )kg/m³2200 – 3000
Longitudinal Velocity( V_p )m/s3000 – 7000
Shear Velocity( V_s )m/s1500 – 4000
Dynamic Young’s Modulus( E_d )GPa10 – 100
Poisson’s Ratio( \mu )-0.1 – 0.35

Summary:

  • Measure ( V_p ) and ( V_s ) using ultrasonic pulse velocity apparatus.
  • Calculate ( \mu ), ( G ), and finally ( E_d ).
  • Ensure specimen preparation per IS 10782 for accuracy.
3Apparatus

IS 10782: Apparatus Key Points

  • Specimen Shape & Dimensions (Clauses 2.1 & 2.3):

    • Preferably a right circular cylinder with tolerances as per 2.3.
    • Other regular geometry shapes allowed.
    • Preparation as per IS 9179-1979.
  • Coupling Media (Clause 4.1):

    • Use media like light oil, soft grease, phenolic jelly, resin, salol, epoxy compounds for acoustic coupling between specimen and piezo-transducers.
    • Maintain a nominal stress of ~10 N/cm² using a jig for uniform contact.
  • Rounding Off Results (Clause 0.3):

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

Typical Specimen Dimensions (Example from IS 10782 & IS 9179)

DimensionValue (mm)Tolerance
Diameter (d)50±0.5
Length (L)100±1.0

Acoustic Coupling Stress

[ \sigma = \frac{F}{A} \approx 10 , \text{N/cm}^2 ]

  • Where:
    • (F) = applied force (N)
    • (A) = contact area (cm²)

flowchart LR
    A[Test Specimen] --> B[Coupling Media]
    B --> C[Piezo-transducer]
    C --> D[Signal Generation & Detection]
    style B fill:#f9f,stroke:#333,stroke-width:2px

This ensures good acoustic contact and reliable test results.

4Acoustic Coupling

IS 10782: Acoustic Coupling - Key Points & Specifications

1. Acoustic Coupling Media (Clause 4.1)

  • Use light oil, soft grease, phenolic jelly, resin, salol (phenyl salicylate), epoxy compounds for coupling.
  • Maintain a nominal contact pressure ≈ 10 N/cm² using a jig to ensure uniform acoustic contact.

2. Transducers (Clause 3.3.2)

  • Transmitter: Converts electrical pulses → mechanical (acoustic) pulses.
  • Receiver: Converts mechanical pulses → electrical pulses.
  • Use matched pairs of transducers with the same fundamental frequency (100 kHz – 10 MHz) for best waveform and amplitude.
  • Piezo-elements: barium titanate or lead zirconate titanate, polarized for:
    • Thickness mode for compressional waves.
    • Shear mode for shear waves or use mode conversion/angle probes.
  • End faces must be smooth and polished (Clause 2.3.2) for effective coupling.

3. Oscilloscope Requirements (Clause 3.3.4)

  • Double beam oscilloscope with:
    • Bandwidth: DC to 15 MHz
    • Rise time: ≤ 0.02 μs
    • Delay time markers for transit-time measurement.
    • Time base sweep rate: max 0.1 μs/cm
    • X-amplification ≥ 10× for pulse observation.

Summary Table: Acoustic Coupling Parameters

ParameterSpecification
Coupling MediaLight oil, soft grease, resin, salol, epoxy, etc.
Nominal Contact Pressure~10 N/cm²
Transducer Frequency Range100 kHz – 10 MHz
Oscilloscope BandwidthDC – 15 MHz
Oscilloscope Rise Time≤ 0.02 μs
Time Base Sweep RateMax 0.1 μs/cm
Amplification≥ 10× (X-amplification)

flowchart LR
    A[Electrical Pulse] --> B[Transmitter (Piezo-element)]
    B --> C[Acoustic Wave]
    C --> D
5Test Procedure

IS 10782: Test Procedure Key Points

  • Specimen Shape & Dimensions (Clause 2.1 & 2.3):

    • Preferably a right circular cylinder.
    • Dimensions and tolerances as per Clause 2.3 (refer IS 10782 for exact tolerances).
    • Alternative shapes allowed if geometry is regular.
    • Preparation as per IS 9179-1979.
  • Acoustic Coupling (Clause 4.1):

    • Use coupling media such as light oil, soft grease, phenolic jelly, resin, salol, epoxy compounds to ensure effective ultrasonic wave transmission.
    • Apply a nominal stress of ~10 N/cm² using a jig to maintain uniform contact.
  • Rounding Off Results (Clause 0.3):

    • Round off final values according to IS 2-1960 standard.

Typical Test Specimen Dimensions (Example)

DimensionValue (mm)Tolerance (mm)
Diameter25±0.5
Length50±1.0

Summary Diagram: Test Setup

flowchart LR
    A[Piezo Transducer (Generator)] -->|Ultrasonic Wave| B[Test Specimen]
    B -->|Wave Transmission| C[Piezo Transducer (Receiver)]
    B -->|Coupling Media (Oil/Grease)| B
    style B fill:#f9f,stroke:#333,stroke-width:2px

Use uniform pressure (~10 N/cm²) to keep coupling consistent.


For detailed tolerances and specimen preparation, refer directly to IS 10782 Clauses 2.3 and IS 9179-1979.

6Measurements and Calculations

IS 10782: Key Formulas & Specifications for Measurements and Calculations


1. Specimen Dimensions (Clause 2.3)

  • Specimen dimensions must be accurately measured as per IS 10782 for valid test results.
  • Dimensions affect wave travel time and dynamic modulus calculations.

2. Measurement of Shear Wave Travel Time (Clause 5.9)

  • For shear waves, measure apparent travel time on standard materials (steel, aluminium, quartz).
  • Transmitter & receiver must be in direct contact to avoid errors in first arrival time (t₁).

3. Dynamic Moduli Relations (Clause 6.2)

Given:

  • ( p ) = density (kg/m³)
  • ( V_p ) = velocity of longitudinal waves (m/s)
  • ( V_s ) = velocity of shear waves (m/s)

Formulas:

[ E = p V_s^2 \frac{3V_p^2 - 4V_s^2}{V_p^2 - V_s^2} \quad \text{(Young's Modulus, Pa)} ]

[ G = p V_s^2 \quad \text{(Shear Modulus, Pa)} ]

[ \nu = \frac{V_p^2 - 2V_s^2}{2(V_p^2 - V_s^2)} \quad \text{(Poisson's Ratio)} ]

[ K = \frac{p (3V_p^2 - 4V_s^2)}{3} \quad \text{(Bulk Modulus, Pa)} ]

[ \beta = \frac{1}{K} \quad \text{(Compressibility, Pa}^{-1}\text{)} ]


4. Rounding Off (Clause 0.3)

  • Final values must be rounded as per IS 2-1960 standards.

Summary Table

ParameterFormulaUnit
Young's Modulus (E)( p V_s^2 \frac{3V_p^2 - 4V_s^2}{V_p^2 - V_s^2} )Pa
Shear Modulus (G)( p V_s^2 )
7Reporting of Results

IS 10782: Reporting of Results – Key Specifications

  • Rounding Off: Final values must be rounded per IS 2:1960 rules.

  • Specimen Dimensions: Follow IS 9179:1979 for specimen size and shape.

  • Pulse Travel Distance:
    [ \text{Pulse travel distance} \geq \max(10 \times \text{average grain size}, 10 \times \text{wavelength}) ]

  • Report Must Include:

    • Rock Core Particulars: Location (latitude, longitude, geological formation, quarry, drill hole).
    • Sample Dimensions & Geometry.
    • Sample Collection Method: Quarrying, drilling, blasting, etc.
    • Orientation: North, dip, strike details.
    • Microscopy: Petrography, microfracture distribution.
    • Preparation Details: Core quality, number, orientation.
    • Electronic Setup: Pulse generator, amplifier, oscilloscope settings.
    • Acoustic Transducers: Size, frequency, excitation mode, mounting.
    • Physical Properties: Density (ρ), porosity, permeability, absorption.
    • Measurements:
      • Length (e.g., 1 cm)
      • Initial delay ( t_1 ) (ps)
      • Delay with sample ( t_2 ) (ps)
      • P-wave velocity ( V_p ) (m/s)
      • S-wave velocity ( V_s ) (m/s)
      • Stress (Pa)
      • Accuracy/repeatability of ( t_1, t_2 ) (by interchanging faces).
    • Transit Time Measurement Method.
    • Elastic Moduli: Computer program output or CRO trace/photograph.
    • Laboratory and Observer Name.

Typical Velocity Calculation

[ V = \frac{L}{t_2 - t_1} ]

Where:

  • ( L ) = sample length (m)
  • ( t_1 ) = initial delay (s)
  • ( t_2 ) = delay with sample (s)

flowchart TD
    A[Sample Collection

Popular Questions About IS 10782

?What specimen preparation steps are required before testing?

Specimen Preparation Steps as per IS 10782:

  • Core Preparation (Clause 5.1 & 2.3):

    • Drill rock core specimens carefully to avoid damage.
    • Cut, grind, lap, and polish specimen faces to achieve smooth, flat, and parallel surfaces.
    • Ensure specimen dimensions conform to specified sizes (Clause 2.3).
  • Face Preparation (Clause 7.4):

    • Prepare transmitter and receiver faces with care to avoid non-parallelism.
    • Smooth, parallel faces ensure proper acoustic contact and accurate wave velocity measurements.
  • Saturation (Clause 7.5):

    • For saturated specimens, immerse in water for at least 72 hours at ambient conditions.
    • Keep samples submerged until testing to maintain saturation.

Summary Table for Specimen Preparation

StepRequirement
Drilling & CuttingCareful to avoid damage
Grinding & PolishingSmooth, flat, parallel faces
DimensionsAs per Clause 2.3
Saturation≥ 72 hours submerged in water
Face PreparationAvoid non-parallelism, ensure contact
Loading diagram...

This ensures reliable and accurate test results per IS 10782.

?Which ultrasonic frequencies are recommended for P-wave and S-wave measurements?

IS 10782 Recommendations on Ultrasonic Frequencies for P-wave and S-wave:

  • Clause 5.2 emphasizes selecting piezo-transducers of the required frequency for P-wave and S-wave measurements but does not specify exact frequencies.
  • Typically, in ultrasonic testing of rock cores:
    • P-wave (compressional wave) transducers use frequencies in the range of 0.5 MHz to 2 MHz.
    • S-wave (shear wave) transducers commonly operate around 0.5 MHz to 1 MHz.

This range balances penetration depth and resolution for typical rock specimens.

Additional Notes:

  • Use separate transducers for P and S waves.
  • Ensure direct contact with the specimen to accurately measure travel time (Clause 5.9).
  • Velocity calculation formula (Clause 5.8):

[ V = \frac{L}{t} ]

Where:

  • (V) = wave velocity (P or S)
  • (L) = specimen length
  • (t) = transit time

Loading diagram...

Summary: IS 10782 requires suitable frequency transducers for P and S waves but does not fix frequencies; industry practice suggests 0.5–2 MHz for P-waves and 0.5–1 MHz for S-waves.

?How is acoustic coupling achieved between transducers and rock specimens?

Acoustic Coupling in IS 10782

To achieve effective acoustic coupling between transducers and rock specimens:

  • Use coupling media such as:

    • Light oil
    • Soft grease
    • Phenolic jelly
    • Resin
    • Salol (phenyl salicylate)
    • Epoxy compounds
  • Apply a nominal contact pressure of about 10 N/cm² using a suitable jig to maintain uniform acoustic contact.

  • Ensure polished and parallel specimen faces for uniform contact.

  • Place transmitting and receiving transducers on opposite polished faces of the specimen.

  • Use matched pairs of piezoelectric transducers (e.g., barium titanate or lead zirconate titanate) tuned to the desired frequency (100 kHz to 10 MHz).


Summary Table

ParameterDetails
Coupling mediaLight oil, grease, phenolic jelly, resin, salol, epoxy
Nominal pressure~10 N/cm²
Transducer typeMatched piezoelectric elements
Frequency range100 kHz – 10 MHz
Specimen surfacePolished, parallel faces
Loading diagram...

This ensures minimal signal loss and accurate velocity measurement in pulse transmission tests.

?What equipment specifications are necessary for accurate transit time measurement?

For accurate transit time measurement per IS 10782, the equipment must meet these specifications:

Oscilloscope (Clause 3.3.4)

  • Type: Double beam oscilloscope
  • Bandwidth: DC to 15 MHz
  • Rise time: 0.02 µs or faster
  • Delay time marker: Inbuilt or external movable marker generator for precise time measurement
  • Time base sweep rate: Max 0.1 µs/cm on at least one channel
  • X-amplification: At least 10× (in addition to normal Y-amplifier) to clearly observe pulse onset and shape

Acoustic Coupling (Clauses 5.5 & 5.6)

  • Use a coupling medium between transmitter and receiver for good contact.
  • Adjust pulse rate, width, and amplitude to get a sharp, steep pulse for precise timing.
  • Note initial delay t₁ (due to transducers, cables, coupling).
  • Measure specimen length l, then record transit time t₂ with the specimen in place.
  • Use the movable delay marker on the oscilloscope or an external time marker generator for precise time shifts.

Summary Table

ParameterSpecification
Oscilloscope bandwidthDC - 15 MHz
Rise time≤ 0.02 µs
Time base sweep rate≤ 0.1 µs/cm
X-amplification≥ 10×
Delay markerBuilt-in or external movable
Coupling mediumRequired for transmitter/receiver contact
Loading diagram...

This setup ensures precise measurement of transit time by minimizing signal distortion and timing errors.

?How is the dynamic modulus calculated from the measured wave velocities?

From IS 10782 Clause 6.1, the dynamic modulus (E) is calculated using measured compressional (Vp) and shear (Vs) wave velocities and the rock core density (ρ).

Steps to calculate dynamic modulus:

  1. Measure:

    • Compressional velocity, ( V_p = \frac{1}{t_p} ) (m/s)
    • Shear velocity, ( V_s = \frac{1}{t_s} ) (m/s)
    • Density, ( \rho ) (kg/m³)
  2. Calculate elastic moduli:

[ G = \rho V_s^2 \quad \text{(Rigidity modulus)} ]

[ v = \frac{V_p^2 - 2V_s^2}{2(V_p^2 - V_s^2)} \quad \text{(Poisson's ratio)} ]

[ E = 2G(1 + v) = 2 \rho V_s^2 (1 + v) \quad \text{(Dynamic modulus)} ]

[ K = \rho (V_p^2 - \frac{4}{3} V_s^2) \quad \text{(Bulk modulus)} ]

[ B = \frac{1}{K} \quad \text{(Compressibility)} ]


Summary:

ParameterFormula
Rigidity modulus (G)( \rho V_s^2 )
Poisson's ratio (v)( \frac{V_p^2 - 2V_s^2}{2(V_p^2 - V_s^2)} )
Dynamic modulus (E)( 2 \rho V_s^2 (1 + v) )
Bulk modulus (K)( \rho (V_p^2 - \frac{4}{3} V_s^2) )
Compressibility (B)( \frac{1}{K} )

This method links wave velocity measurements to rock mechanical properties dynamically.

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