{"id":"https://openalex.org/W1220745111","doi":null,"title":"Unified Compaction/Dilation, Strain-Rate Sensitive, Constitutive Model for Rock Mechanics Structural Analysis Applications","display_name":"Unified Compaction/Dilation, Strain-Rate Sensitive, Constitutive Model for Rock Mechanics Structural Analysis Applications","publication_year":2004,"publication_date":"2004-06-05","ids":{"openalex":"https://openalex.org/W1220745111","mag":"1220745111"},"language":"en","primary_location":{"id":"mag:1220745111","doi":null,"is_oa":false,"landing_page_url":"https://onepetro.org/ARMANARMS/proceedings/ARMA04/All-ARMA04/ARMA-04-546/117656","pdf_url":null,"source":{"id":"https://openalex.org/S4306511775","display_name":"Gulf Rocks 2004, the 6th North America Rock Mechanics Symposium (NARMS)","issn_l":null,"issn":null,"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":null,"host_organization_name":null,"host_organization_lineage":[],"host_organization_lineage_names":[],"type":"journal"},"license":null,"license_id":null,"version":null,"is_accepted":false,"is_published":false,"raw_source_name":"Gulf Rocks 2004, the 6th North America Rock Mechanics Symposium (NARMS)","raw_type":null},"volume":null,"type":"conference-paper","indexed_in":[],"open_access":{"is_oa":false,"oa_status":"closed","oa_url":null,"any_repository_has_fulltext":false},"authorships":[{"author_position":"first","author":{"id":"https://openalex.org/A5109128479","display_name":"A. F. Fossum","orcid":null,"observed_orcids":[]},"institutions":[{"id":"https://openalex.org/I4210104735","display_name":"Sandia National Laboratories","ror":"https://ror.org/01apwpt12","country_code":"US","type":"facility","lineage":["https://openalex.org/I1330989302","https://openalex.org/I198811213","https://openalex.org/I4210104735"]}],"countries":["US"],"is_corresponding":false,"raw_author_name":"A. F. Fossum","raw_affiliation_strings":["Geomechanics Department, Sandia National Laboratories"],"raw_orcid":null,"affiliations":[{"raw_affiliation_string":"Geomechanics Department, Sandia National Laboratories","institution_ids":["https://openalex.org/I4210104735"]}]},{"author_position":"last","author":{"id":"https://openalex.org/A5007498387","display_name":"Rebecca M. Brannon","orcid":"https://orcid.org/0000-0002-9432-4107","observed_orcids":["https://orcid.org/0000-0002-9432-4107"]},"institutions":[{"id":"https://openalex.org/I4210104735","display_name":"Sandia National Laboratories","ror":"https://ror.org/01apwpt12","country_code":"US","type":"facility","lineage":["https://openalex.org/I1330989302","https://openalex.org/I198811213","https://openalex.org/I4210104735"]}],"countries":["US"],"is_corresponding":false,"raw_author_name":"Rebecca M. Brannon","raw_affiliation_strings":["Geomechanics Department, Sandia National Laboratories"],"raw_orcid":"https://orcid.org/0000-0002-9432-4107","affiliations":[{"raw_affiliation_string":"Geomechanics Department, Sandia National Laboratories","institution_ids":["https://openalex.org/I4210104735"]}]}],"institutions":[],"countries_distinct_count":1,"institutions_distinct_count":1,"corresponding_author_ids":[],"corresponding_institution_ids":["https://openalex.org/I4210104735"],"apc_list":null,"apc_paid":null,"fwci":4.8708,"has_fulltext":false,"cited_by_count":12,"citation_normalized_percentile":{"value":0.92935924,"is_in_top_1_percent":false,"is_in_top_10_percent":true},"cited_by_percentile_year":{"min":89,"max":94},"biblio":{"volume":null,"issue":null,"first_page":null,"last_page":null},"is_retracted":false,"is_paratext":false,"is_xpac":false,"primary_topic":{"id":"https://openalex.org/T10161","display_name":"Rock Mechanics and Modeling","score":0.9961000084877014,"subfield":{"id":"https://openalex.org/subfields/2211","display_name":"Mechanics of Materials"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}},"topics":[{"id":"https://openalex.org/T10161","display_name":"Rock Mechanics and Modeling","score":0.9961000084877014,"subfield":{"id":"https://openalex.org/subfields/2211","display_name":"Mechanics of Materials"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}},{"id":"https://openalex.org/T13862","display_name":"Soil, Finite Element Methods","score":0.0010000000474974513,"subfield":{"id":"https://openalex.org/subfields/2211","display_name":"Mechanics of Materials"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}},{"id":"https://openalex.org/T10233","display_name":"Geotechnical Engineering and Soil Mechanics","score":0.000699999975040555,"subfield":{"id":"https://openalex.org/subfields/2205","display_name":"Civil and Structural Engineering"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}}],"keywords":[{"id":"https://openalex.org/keywords/geomodel","display_name":"geomodel","score":0.9290000200271606},{"id":"https://openalex.org/keywords/constitutive-model","display_name":"constitutive equations","score":0.6930000185966492},{"id":"https://openalex.org/keywords/rock-compaction","display_name":"rock compaction","score":0.6079999804496765},{"id":"https://openalex.org/keywords/dilation","display_name":"dilation","score":0.6679999828338623},{"id":"https://openalex.org/keywords/strain-rate-effects","display_name":"strain rate sensitivity","score":0.9620000123977661},{"id":"https://openalex.org/keywords/generalized-plasticity","display_name":"generalized plasticity","score":0.7879999876022339},{"id":"https://openalex.org/keywords/nonlinear-elasticity","display_name":"nonlinear elasticity","score":0.8399999737739563},{"id":"https://openalex.org/keywords/yield-surface","display_name":"yield surface","score":0.828000009059906},{"id":"https://openalex.org/keywords/pore-collapse","display_name":"pore collapse","score":0.8379999995231628},{"id":"https://openalex.org/keywords/deformation-induced-anisotropy","display_name":"deformation-induced anisotropy","score":0.9549999833106995},{"id":"https://openalex.org/keywords/kinematic-hardening","display_name":"kinematic hardening","score":0.9980000257492065},{"id":"https://openalex.org/keywords/inelastic-deformation","display_name":"inelastic deformation","score":0.6380000114440918},{"id":"https://openalex.org/keywords/high-strain-rate","display_name":"high strain rate","score":0.671999990940094},{"id":"https://openalex.org/keywords/rock-mechanics","display_name":"rock mechanics","score":0.6129999756813049}],"concepts":[{"id":"https://openalex.org/C49932977","wikidata":"https://www.wikidata.org/wiki/Q2288902","display_name":"Yield surface","level":4,"score":0.7524389624595642},{"id":"https://openalex.org/C202973686","wikidata":"https://www.wikidata.org/wiki/Q1937401","display_name":"Constitutive equation","level":3,"score":0.7080156207084656},{"id":"https://openalex.org/C79186407","wikidata":"https://www.wikidata.org/wiki/Q472074","display_name":"Plasticity","level":2,"score":0.5791256427764893},{"id":"https://openalex.org/C55359492","wikidata":"https://www.wikidata.org/wiki/Q7935671","display_name":"Viscoplasticity","level":4,"score":0.5276925563812256},{"id":"https://openalex.org/C121854251","wikidata":"https://www.wikidata.org/wiki/Q62932","display_name":"Elasticity (physics)","level":2,"score":0.5003788471221924},{"id":"https://openalex.org/C192562407","wikidata":"https://www.wikidata.org/wiki/Q228736","display_name":"Materials science","level":0,"score":0.48793670535087585},{"id":"https://openalex.org/C155165730","wikidata":"https://www.wikidata.org/wiki/Q1319519","display_name":"von Mises yield criterion","level":3,"score":0.4830487370491028},{"id":"https://openalex.org/C57879066","wikidata":"https://www.wikidata.org/wiki/Q41217","display_name":"Mechanics","level":1,"score":0.4695100486278534},{"id":"https://openalex.org/C158622935","wikidata":"https://www.wikidata.org/wiki/Q660848","display_name":"Nonlinear system","level":2,"score":0.46852821111679077},{"id":"https://openalex.org/C44255700","wikidata":"https://www.wikidata.org/wiki/Q978423","display_name":"Hardening (computing)","level":3,"score":0.4495221972465515},{"id":"https://openalex.org/C85725439","wikidata":"https://www.wikidata.org/wiki/Q466686","display_name":"Anisotropy","level":2,"score":0.41582614183425903},{"id":"https://openalex.org/C66938386","wikidata":"https://www.wikidata.org/wiki/Q633538","display_name":"Structural engineering","level":1,"score":0.3967680335044861},{"id":"https://openalex.org/C187320778","wikidata":"https://www.wikidata.org/wiki/Q1349130","display_name":"Geotechnical engineering","level":1,"score":0.38255542516708374},{"id":"https://openalex.org/C127313418","wikidata":"https://www.wikidata.org/wiki/Q1069","display_name":"Geology","level":0,"score":0.27199244499206543},{"id":"https://openalex.org/C127413603","wikidata":"https://www.wikidata.org/wiki/Q11023","display_name":"Engineering","level":0,"score":0.20348703861236572},{"id":"https://openalex.org/C159985019","wikidata":"https://www.wikidata.org/wiki/Q181790","display_name":"Composite material","level":1,"score":0.19918596744537354},{"id":"https://openalex.org/C121332964","wikidata":"https://www.wikidata.org/wiki/Q413","display_name":"Physics","level":0,"score":0.1858113706111908},{"id":"https://openalex.org/C135628077","wikidata":"https://www.wikidata.org/wiki/Q220184","display_name":"Finite element method","level":2,"score":0.1281949281692505},{"id":"https://openalex.org/C2779227376","wikidata":"https://www.wikidata.org/wiki/Q6505497","display_name":"Layer (electronics)","level":2,"score":0.0},{"id":"https://openalex.org/C62520636","wikidata":"https://www.wikidata.org/wiki/Q944","display_name":"Quantum mechanics","level":1,"score":0.0}],"mesh":[],"locations_count":1,"locations":[{"id":"mag:1220745111","doi":null,"is_oa":false,"landing_page_url":"https://onepetro.org/ARMANARMS/proceedings/ARMA04/All-ARMA04/ARMA-04-546/117656","pdf_url":null,"source":{"id":"https://openalex.org/S4306511775","display_name":"Gulf Rocks 2004, the 6th North America Rock Mechanics Symposium (NARMS)","issn_l":null,"issn":null,"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":null,"host_organization_name":null,"host_organization_lineage":[],"host_organization_lineage_names":[],"type":"journal"},"license":null,"license_id":null,"version":null,"is_accepted":false,"is_published":false,"raw_source_name":"Gulf Rocks 2004, the 6th North America Rock Mechanics Symposium (NARMS)","raw_type":null}],"best_oa_location":null,"sustainable_development_goals":[],"study_designs":[],"awards":[],"funders":[],"has_content":{"grobid_xml":false,"pdf":false},"content_urls":null,"referenced_works_count":3,"referenced_works":["https://openalex.org/W2029466478","https://openalex.org/W2044600524","https://openalex.org/W2068021538"],"related_works":["https://openalex.org/W1575280897","https://openalex.org/W2585560072","https://openalex.org/W1832789347","https://openalex.org/W4255978673","https://openalex.org/W2333589889","https://openalex.org/W2095988646","https://openalex.org/W4245031517","https://openalex.org/W4236555162","https://openalex.org/W2725918473","https://openalex.org/W1978087020"],"abstract_inverted_index":{"Sandia's":[0],"GeoModel":[1,103],"is":[2,15,74],"a":[3,19,48,77],"generalized":[4,58],"plasticity":[5],"model":[6],"that":[7],"was":[8],"developed":[9],"primarily":[10],"for":[11,47],"geological":[12],"materials,":[13],"but":[14,121],"also":[16],"applicable":[17],"to":[18,43,59,107],"much":[20],"broader":[21],"class":[22],"of":[23,51,63],"materials":[24],"such":[25],"as":[26,125],"concretes,":[27],"ceramics,":[28],"and":[29,70,101],"even":[30],"some":[31],"metals.":[32],"Nonlinear":[33],"elasticity":[34],"has":[35,56],"been":[36,57],"incorporated":[37],"through":[38,80,90],"empirically":[39],"fitted":[40],"functions":[41],"found":[42],"be":[44,97,136],"well":[45],"suited":[46],"wide":[49],"variety":[50],"materials.":[52],"The":[53],"yield":[54],"surface":[55],"include":[60],"any":[61],"form":[62],"inelastic":[64],"material":[65,109],"response":[66],"including":[67],"pore":[68],"collapse":[69],"growth.":[71],"Deformation-induced":[72],"anisotropy":[73],"supported":[75,89],"in":[76,112],"limited":[78],"sense":[79],"kinematic":[81],"hardening.":[82],"Applications":[83],"involving":[84],"high":[85],"strain":[86],"rates":[87],"are":[88,119],"an":[91],"overstress":[92],"model.":[93],"Inelastic":[94],"deformation":[95],"can":[96,104,135],"associated":[98],"or":[99,128,132],"non-associated,":[100],"the":[102,113],"employ":[105],"up":[106],"40":[108],"input":[110],"parameters":[111],"rare":[114],"case":[115],"when":[116],"all":[117],"features":[118],"needed,":[120],"simpler":[122],"idealizations":[123],"(such":[124],"linear":[126],"elasticity,":[127],"Von":[129],"Mises":[130],"yield,":[131],"Mohr-Coulomb":[133],"failure)":[134],"replicated":[137],"by":[138],"simply":[139],"using":[140],"fewer":[141],"parameters.":[142]},"counts_by_year":[{"year":2020,"cited_by_count":1},{"year":2019,"cited_by_count":1},{"year":2014,"cited_by_count":1},{"year":2013,"cited_by_count":1}],"updated_date":"2026-07-29T14:22:42.915294","created_date":"2016-06-24T00:00:00"}
