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Active Seismic Monitoring of Rocks

under Uniaxial Compression

Deepanshu Shirole PhD Student

Undergound Construction and Tunneling Civil and Environmental Engineering

Acadmeic Supervisors;

Dr. A. Hedayat and Dr. G. Walton Undergound Construction and Tunneling

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• Introduction-

• Rock Fracturing Processes

• Fracture Monitoring Approaches • Objective

• Wave Propagation Models

• Displacement Discontinuity Model • Friction Attenuation Model

• Test Set-Up

• Results

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3

Rock Fracturing Process and Its Importance

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Fracture Monitoring Approaches

Strain Analysis

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5

Fracture Monitoring Approaches

Strain Analysis

Traditional Approaches

1. Non applicability in insitu conditions. 2. Not an objective approach.

3. Highly sensitive to elastic parameters of the rock.

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Fracture Monitoring Approaches

Strain Analysis

Traditional Approaches Geophysical Monitoring 1. Acoustic Emission/Passive Monitoring

2. Ultrasound (Active Method)

1. Non applicability in insitu conditions. 2. Not an objective approach.

3. Highly sensitive to elastic parameters of the rock.

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7

Fracturing Monitoring Approaches

The rock is made to talk.

Sensitive to:

Sensor Characteristics and frequency of seismic events.

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Fracturing Monitoring Approaches

The rock is made to talk.

Sensitive to:

Sensor Characteristics and frequency of seismic events.

1. Limited information on seismic events which are outside the sensor frequency domain.

2. Low energy seismic events remain undetected.

Flaws

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Fracturing Monitoring Approaches

• Active seismic signals are sent for continuous seismsic monitroing.

• Real time assessment of the different

fracturing processes. (No Frequency Bias)

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Fracturing Monitoring Approaches

• Active seismic signals are sent for continuous seismsic monitroing.

• Real time assessment of the different

fracturing processes. (No Frequency Bias)

Active Monitoring

Objective of the study • Fracture process characterization using active monitoring.

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11

Displacement Discontinuity Model (DDM)

Analytical model for evaluating seismic wave propagation across open fractures (DDM).

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Displacement Discontinuity Model (DDM)

Analytical model for evaluating seismic wave propagation across open fractures (DDM).

Open fractures lead to a transmission and reflection loss in the seismic waves.

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13

At Grain Contacts (Mindlin Theory)

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At Grain Contacts (Mindlin Theory)

Friction Attenuation Model

At Crack Interfaces (Walsh Theory)

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15

Schematic diagram of the very fast seismic monitoring system at the Colorado School of Mines

Frequency (MHz) Wavelength (mm) 1 5 5 1 Characteristics of the ultrasonic transducers

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Schematic diagram of the very fast seismic monitoring system at the Colorado School of Mines Frequency (MHz) Wavelength (mm) 1 5 5 1 Characteristics of the ultrasonic transducers

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Schematic diagram of the very fast seismic monitoring system at the Colorado School of Mines

Frequency (MHz) Wavelength (mm) 1 5 5 1 Characteristics of the ultrasonic transducers

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1 MHz Transducer

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1 MHz Transducer 5 MHz Transducer

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Specimen Tested upto Failure

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Active seismic monitoring is an objective way for

characterization of fracturing in brittle rocks which

can help in identifying

precursors to failure.

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References

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