DCIF Westerly Granite AE Stress Effect Test (Task 3-1)
Data and Resources
-
DCIF Acoustic Emission Location Block F.TXTTEXT
Acoustic emission location data for block F. See the attached meta file for...
-
DCIF Acoustic Emission Location Block E.TXTTEXT
Acoustic emission location data for block E. See the attached meta file for...
-
DCIF Acoustic Emission Location Block D.TXTTEXT
Acoustic emission location data for block D See the attached meta file for...
-
DCIF Acoustic Emission Location Block C.TXTTEXT
Acoustic emission location data for block C. See the attached meta file for...
-
DCIF Block C Thermocouple Measurement Data.TXTTEXT
Thermocouple temperature measurement data for block C. See the attached meta...
-
DCIF Block E Thermocouple Measurement Data.TXTTEXT
Thermocouple temperature measurement data for block E. See the attached meta...
-
DCIF Time vs AE Rate Summary.tifTIFF
This image shows experimental time vs measured AE generation rate for samples...
-
DCIF Block F Thermocouple Measurement Data.TXTTEXT
Thermocouple temperature measurement data for block F. See the attached meta...
-
DCIF Stress Test Westerly Granite Metadata.docxDOC
This document lists the uploaded data file names, explanations for each...
-
DCIF Time vs Cumulative AE Count Summary.tifTIFF
This image shows temperature measured on the cooling cup containing liquid...
-
DCIF Block D Thermocouple Measurement Data.TXTTEXT
Thermocouple temperature measurement data for block D. See the attached meta...
-
DCIF Westerly Granite Block E AE Movie.aviavi
This animation shows locations of the AE events produced within a sample...
-
DCIF Westerly Granite Block F AE Movie.aviavi
This animation shows locations of the AE events produced within a sample...
-
DCIF Westerly Granite Block D AE Movie.aviavi
This animation shows locations of the AE events produced within a sample...
-
DCIF Westerly Granite Block C AE Movie.aviavi
This animation shows locations of the AE events produced within a sample...
| Field | Value |
|---|---|
| DOI | 10.15121/1829305 |
| accessLevel | public |
| bureauCode | {019:20} |
| catalog_@context | https://openei.org/data.json |
| catalog_@id | https://openei.org/data.json |
| catalog_conformsTo | https://project-open-data.cio.gov/v1.1/schema |
| catalog_describedBy | https://project-open-data.cio.gov/v1.1/schema/catalog.json |
| dataQuality | true |
| identifier | https://data.openei.org/submissions/4550 |
| issued | 2021-07-08T06:00:00Z |
| landingPage | https://gdr.openei.org/submissions/1343 |
| license | https://creativecommons.org/licenses/by/4.0/ |
| modified | 2021-11-08T20:04:30Z |
| old-spatial | {"type":"Polygon","coordinates":[[[-122.23850368901456,37.876494141442386],[-122.23850368901456,37.876494141442386],[-122.23850368901456,37.876494141442386],[-122.23850368901456,37.876494141442386],[-122.23850368901456,37.876494141442386]]]} |
| 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 |
| source_datajson_identifier | true |
| source_hash | 8b694d33bc33a3d10e31c721d2cca59eaa08921e |
| source_schema_version | 1.1 |
| spatial | {"type":"Polygon","coordinates":[[[-122.23850368901456,37.876494141442386],[-122.23850368901456,37.876494141442386],[-122.23850368901456,37.876494141442386],[-122.23850368901456,37.876494141442386],[-122.23850368901456,37.876494141442386]]]} |
| Groups |
|
| Tags |
|
| 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 | 2025-11-20T16:54:38.093404 |
| metadata_modified | 2025-11-20T16:54:38.093408 |
| notes | Directional Cooling-Induced Fracturing (DCIF) experiments were conducted on rectangular Westerly granite blocks (width=depth=4.0", height=2.0"). 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. Several confining stresses were applied bi-axially to the sides of the samples so that the onset of AE activity and the stress applied to the sample were correlated. The obtained AEs were used to determine the microcracking source locations and amplitude, and the associated moment tensors. Included in this submission are the animations of the AE locations and graphics displaying the measured temperature-AE activity changes for different stresses. |
| num_resources | 15 |
| num_tags | 26 |
| title | DCIF Westerly Granite AE Stress Effect Test (Task 3-1) |