{"help": "https://data.gov.au/data/api/3/action/help_show?name=package_show", "success": true, "result": {"archived": false, "author_email": null, "contact_point": "clientservices@ga.gov.au", "creator_user_id": "c2fbbe4a-4ba0-4945-808b-67454605a4cf", "duplicate_score": 2, "geospatial_topic": [], "id": "2474293c-0bee-48aa-86e9-023d4dba48c8", "isopen": false, "language": "eng", "license_id": "notspecified", "license_title": "notspecified", "maintainer": null, "maintainer_email": null, "metadata_created": "2025-11-18T21:48:19.018243", "metadata_modified": "2025-11-18T21:48:19.018251", "name": "a-continuous-proxy-based-rock-mechanical-approach-for-developing-mechanical-frameworks-at-co2-s1", "notes": "We present results from a multidisciplinary rock mechanics study designed to develop a high resolution mechanical framework of the lower Paaratte Formation, a reservoir used for CO2  storage at the CO2CRC Otway Project, Otway Basin Victoria. A continuous high-resolution record of unconfined compressive strength (UCS) was determined through the scratch technique along approximately 80 m of CRC-2 core. Multiple correlations between UCS and several different wireline log suites resulted in the development of a strength proxy that can accurately predict strength and lithologic transitions. The strength proxy was then applied to a section of the CRC-1 well which traverses the Naylor South splay fault. The proxy predicts a UCS of approximately 20 MPa for the splay fault, which is a central learning as it constrains a key parameter that is used in fault stability modelling. A number of triaxial rock mechanical tests were also conducted to complement the scratch testing and also characterise the poroelastic properties of the various units. UCS and stiffness of the rocks appear to be positively correlated, albeit with significant data scatter and data gaps at moderate strength values. The workflow developed in this study provides a more accurate and higher resolution mechanical framework to be developed at potential CCS sites and provide a predictive methodology for mechanical properties when actual mechanical tests may be absent.\nCitation: Eric Tenthorey, Thomas Richard, David N. Dewhurst, A continuous, proxy-based rock mechanical approach for developing mechanical frameworks at CO2 storage sites, International Journal of Greenhouse Gas Control, Volume 85, 2019, Pages 36-45, ISSN 1750-5836, https://doi.org/10.1016/j.ijggc.2019.03.028.", "num_resources": 1, "num_tags": 12, "organization": {"id": "91f054ec-d0c3-4d42-a89a-5daa2c7a6818", "name": "geoscience-australia-data", "title": "Geoscience Australia Data", "type": "organization", "description": "Harvester for Geoscience Australia Data", "image_url": "", "created": "2025-06-23T12:29:08.024111", "is_organization": true, "approval_status": "approved", "state": "active"}, "original_harvest_source": {"site_url": "https://ecat.ga.gov.au", "href": "https://ecat.ga.gov.au/geonetwork/srv/eng/csw/dataset/a-continuous-proxy-based-rock-mechanical-approach-for-developing-mechanical-frameworks-at-co2-s1", "title": "Geoscience Australia"}, "owner_org": "91f054ec-d0c3-4d42-a89a-5daa2c7a6818", "private": false, "promotion_level": "0", "spatial": "{\"type\": \"Polygon\", \"coordinates\": [[[142.58, -38.64], [142.9, -38.64], [142.9, -38.43], [142.58, -38.43], [142.58, -38.64]]]}", "spatial_coverage": "{\"type\": \"Polygon\", \"coordinates\": [[[142.58, -38.64], [142.9, -38.64], [142.9, -38.43], [142.58, -38.43], [142.58, -38.64]]]}", "state": "active", "temporal_coverage_from": "2025-09-25 22:12:30.519+00", "title": "A continuous, proxy-based rock mechanical approach for developing mechanical frameworks at CO2 storage sites", "type": "dataset", "unpublished": false, "url": null, "version": null, "extras": [{"key": "harvest_object_id", "value": "0048d058-1718-4d13-8fb0-ce5f6bc6b570"}, {"key": "harvest_source_id", "value": "00080910-39e7-408f-882c-e6e1eb6baadb"}, {"key": "harvest_source_title", "value": "Geoscience Australia"}], "resources": [{"cache_last_updated": null, "cache_url": null, "created": "2025-11-18T21:48:19.021899", "datastore_active": false, "datastore_contains_all_records_of_source_file": false, "description": "Link to Journal", "format": "HTML", "hash": "", "id": "4dca0b35-08c1-405f-b44e-9a0290446d5a", "last_modified": null, "metadata_modified": "2025-11-18T21:48:18.987107", "mimetype": null, "mimetype_inner": null, "name": "Link to Journal", "package_id": "2474293c-0bee-48aa-86e9-023d4dba48c8", "position": 0, "resource_locator_function": "", "resource_locator_protocol": "WWW:LINK-1.0-http--link", "resource_type": null, "size": null, "state": "active", "url": "https://doi.org/10.1016/j.ijggc.2019.03.028", "url_type": null, "zip_extract": false}], "tags": [{"display_name": "CO2 storage", "id": "577456b4-36a3-4d8a-adf3-69b269187f5d", "name": "CO2 storage", "state": "active", "vocabulary_id": null}, {"display_name": "Carbon capture storage - CCS", "id": "e86e5311-18af-4dc5-9586-88e53f268ef4", "name": "Carbon capture storage - CCS", "state": "active", "vocabulary_id": null}, {"display_name": "EARTH SCIENCES", "id": "927af2a7-7457-45c2-bd55-10000fd09c14", "name": "EARTH SCIENCES", "state": "active", "vocabulary_id": null}, {"display_name": "Otway", "id": "ce377a44-87de-4a7b-9085-1a39b5c069f2", "name": "Otway", "state": "active", "vocabulary_id": null}, {"display_name": "Published_External", "id": "5178775c-8044-4b7f-881f-5428a4e2d925", "name": "Published_External", "state": "active", "vocabulary_id": null}, {"display_name": "geomechanics", "id": "ccc33dde-c141-47eb-8360-8742c253d0f7", "name": "geomechanics", "state": "active", "vocabulary_id": null}, {"display_name": "proxy", "id": "34c2ad8b-9c4a-44dd-adf9-e0476da5325c", "name": "proxy", "state": "active", "vocabulary_id": null}, {"display_name": "rock mechanics", "id": "17078bb8-0065-4b2d-a9f5-ebf61cbb405c", "name": "rock mechanics", "state": "active", "vocabulary_id": null}, {"display_name": "scratch", "id": "a212f29c-118b-4b2a-9a45-3d4ddb73bb50", "name": "scratch", "state": "active", "vocabulary_id": null}, {"display_name": "strength", "id": "7aa01946-0622-481b-b932-ef7372a1355e", "name": "strength", "state": "active", "vocabulary_id": null}, {"display_name": "triaxial", "id": "587ff776-9765-42b9-a2de-2850b0e73a0e", "name": "triaxial", "state": "active", "vocabulary_id": null}, {"display_name": "unconfined compressive strength - UCS", "id": "59618d69-3ab2-490a-8dc4-703db61b75e9", "name": "unconfined compressive strength - UCS", "state": "active", "vocabulary_id": null}], "groups": [], "relationships_as_subject": [], "relationships_as_object": []}}