Hydraulic Fracturing Tests in the Laboratory with Image- and … Hydraulic Fracturing 2015.pdf ·...
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Hydraulic Fracturing Tests in the Laboratory with Image-
and Acoustic Emission Monitoring
Bruno Gonçalves da Silva, Bing Li, Zabihallah Moradian,
John Germaine, Herbert Einstein
ARMA Symposium 2015 – San Francisco
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Outline
• Problem Statement
• Test Setup
• Typical Data Obtained
• Conclusion
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Problem Statement
• Fracturing processes when a rock is hydraulically fractured
• Hydraulic fracturing causes seismic events of different magnitude
Characterize Fracture Behavior
Vertical Stress (VL)+
Fluid Pressure in Flaws (WP)
Therefore, we aim to
For loading
conditions
By analyzing
- Stresses and strains
- Fracture patterns and types of fractures (tensile, shear, mixed)
- Magnitude of micro seismic events
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• Methodology
Loading Conditions
OBSERVE FRACTURING PROCESSES
High-Speed Video
Last seconds of test
High-Resolution Images
Every 2 sec throughout test
Visually Acoustic Emissions
Compare
Vertical Stress (VL)+
Fluid Pressure in Flaws (WP)
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Problem Statement
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• Specimen and Flaw Pair Configuration
0.7 mm
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Test Setup
Flaw Angle
Bridging AngleLigament Length
L-β-α
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Test Setup
• Overall View
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Test Setup
• Diagram
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- Designed to withstand 10 MPa of water pressure
Test Setup
• Water Pressure Device
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• Example of water pressure and volume injected
data obtained from test – 2a-30-60-VL0
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- WP and Volume Injected vs Time for the entire test
- Test was performed on specimen with geometry 2a-30-60 with 0 MPa of vertical stress
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Typical Results
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- WP and Volume Injected vs Time for the last 5 seconds of the test
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Typical Results
• Example of water pressure and volume injected
data obtained from test – 2a-30-60-VL0
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- High-resolution images captured every 5 or 2 seconds throughout the test
- High-Speed Video (HSV) Frames capturing approximately last 1.613 sec of the test
• Example of imaging data obtained from test – 2a-30-60-VL0
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High-Res Frame: Sketch 3
showing white patching
pwater: 4.91 MPa
σvertical: 0.00 MPa
HSV Frame: Sketch 9
showing visible cracking
pwater: 4.90MPa
σvertical: 0.00 MPa
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Typical Results
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• Example of imaging analysis from test – 2a-30-60-VL0
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Development of “white patching” (micro-cracking)
Sketch 0 (From High-Res.) Sketch 3 (From High-Res.)
Initiation and propagation of macroscopic cracks
Sketch 9 (High-Speed Video)
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Typical Results
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• Example of acoustic emission analysis for test – 2a-30-60-VL0
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Typical Results
AE events from Sketch 2 and Sketch 3
The colors of the dots indicate different first P-wave amplitudes.
Last 100 AE events of the test
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Typical Results
- Number of hits and events start to increase substantially at approximately the same time as
Sketch 1, the first sketch in which white patching is observed with the High-Resolution camera
• Example of acoustic emission analysis for test – 2a-30-60-VL0
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Conclusions
- The water pressure device and test setup developed at MIT
are capable of simultaneously applying water pressure in
pre-existing flaws and vertical load on rock specimens
- The test setup includes visual and acoustic emission
monitoring
- The test setup has been successfully used in several tests
performed on granite specimens