DCIF (Directional Cooling-Induced Fracturing) Westerly Granite AE Borehole Damage Effect Test (Task 3-0)
Data e Risorse
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DCIF Borehole Damage Test for Westerly Granite...DOC
This document lists the uploaded data file names, explanations for each...
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DCFI Acoustic Emission Location Data Block G.datdat
Acoustic emission location data for block G. Block G sample used a pre-test...
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DCIF Acoustic Emission Location Data Block I .datdat
Acoustic emission location data for block I. Block I sample used a pre-test...
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DCIF Acoustic Emission Location Data Block H.datdat
Acoustic emission location data for block H. Block H sample used a pre-test...
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DCIF Temperature Data Block G.TXTTEXT
Thermocouple temperature measurement data for block G. Block G sample used a...
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DCIF Temperature Data Block H.txtTEXT
Thermocouple temperature measurement data for block H. Block H sample used a...
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DCIF Temperature Data Block I.txtTEXT
Thermocouple temperature measurement data for block I. Block I sample used a...
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DCIF Westerly Granite Block G AE Movie.aviavi
This animation shows locations of the AE (acoustic emission) events produced...
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DCIF Westerly Granite Block H AE Movie.aviavi
This animation shows locations of the AE (acoustic emission) events produced...
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DCIF Westerly Granite Block I AE Movie.aviavi
This animation shows locations of the AE (acoustic emission) events produced...
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DCIF Biaxial Stress Vs Velocity - All Damaged...TIFF
Graphical presentation of the measured average P-wave velocities in the...
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DCIF Pre-Cracking T vs Onset Copper Cup Temperature.TIFTIFF
Graphical presentation of the identified AE onset temperature as a function...
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DCIF Time vs AE Rate and Cumulative Count Summary.tifTIFF
Graphical presentation of the time vs AE rate and cumulative AE counts
| Campo | Valore |
|---|---|
| DOI | 10.15121/1842336 |
| accessLevel | public |
| bureauCode | {019:20} |
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| dataQuality | true |
| identifier | https://data.openei.org/submissions/5639 |
| issued | 2022-01-27T07:00:00Z |
| landingPage | https://gdr.openei.org/submissions/1362 |
| license | https://creativecommons.org/licenses/by/4.0/ |
| modified | 2022-01-27T22:03:51Z |
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| programCode | {019:006} |
| projectLead | Zachary Frone |
| projectNumber | EE0009033 |
| projectTitle | DEVELOPMENT OF A DIRECTIONAL COOLING INDUCED FRACTURING (DCIF) TECHNOLOGY FOR NEAR-WELLBORE STRESS ESTIMATION IN GEOTHERMAL RESERVOIRS |
| publisher | Lawrence Berkeley National Laboratory |
| resource-type | Dataset |
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| isopen | True |
| license_id | cc-by |
| license_title | Creative Commons Attribution |
| license_url | http://www.opendefinition.org/licenses/cc-by |
| maintainer | Seiji Nakagawa |
| maintainer_email | snakagawa@lbl.gov |
| metadata_created | 2025-11-20T12:02:31.771361 |
| metadata_modified | 2025-11-20T12:02:31.771365 |
| notes | Directional Cooling-Induced Fracturing (DCIF) experiments were conducted on three rectangular Westerly granite blocks (width=depth=4.0", height=2.0") which were preheated to 200, 400, and 600 degree C to induce damage (microcracks) with varying degrees. Liquid nitrogen was poured in a small, 1"-diameter copper cup attached to the top of the sample, and the resulting acoustic emissions (AEs) and temperature changes on the surface of the sample were monitored. The experiments were conducted under one selected biaxial stress (5.8MPa). The obtained AEs were used to determine the microcracking source locations and amplitude, and the associated moment tensors. The onset time of the AEs was correlated with the cooling temperature, which was used to show that the temperature at the onset of microcracking is not affected significantly by the preexisting damage, compared to the impact of the stress in the sample. Included in this submission are the animations of the AE locations and graphics displaying the measured temperature-AE activity changes for samples with different degrees of microcrack damage. |
| num_resources | 13 |
| num_tags | 29 |
| title | DCIF (Directional Cooling-Induced Fracturing) Westerly Granite AE Borehole Damage Effect Test (Task 3-0) |