{"id":"https://openalex.org/W2905487332","doi":"https://doi.org/10.1201/9780203745335-29","title":"Modeling of rockfill behavior with crushable particles","display_name":"Modeling of rockfill behavior with crushable particles","publication_year":2017,"publication_date":"2017-11-01","ids":{"openalex":"https://openalex.org/W2905487332","doi":"https://doi.org/10.1201/9780203745335-29","mag":"2905487332"},"language":"en","primary_location":{"id":"doi:10.1201/9780203745335-29","doi":"https://doi.org/10.1201/9780203745335-29","is_oa":false,"landing_page_url":"https://doi.org/10.1201/9780203745335-29","pdf_url":null,"source":{"id":"https://openalex.org/S4306463855","display_name":"Routledge eBooks","issn_l":null,"issn":null,"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":"https://openalex.org/P4310319847","host_organization_name":"Routledge","host_organization_lineage":["https://openalex.org/P4310319847","https://openalex.org/P4310320547"],"host_organization_lineage_names":["Routledge","Taylor & Francis"],"type":"ebook platform"},"license":null,"license_id":null,"version":"publishedVersion","is_accepted":true,"is_published":true,"raw_source_name":"Numerical Modeling in Micromechanics via Particle Methods","raw_type":"book-chapter"},"volume":{"id":"https://openalex.org/W4231047040","display_name":"Numerical Modeling in Micromechanics via Particle Methods"},"type":"book-chapter","indexed_in":["crossref"],"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/A5033394636","display_name":"R. Deluzarche","orcid":null,"observed_orcids":[]},"institutions":[],"countries":[],"is_corresponding":false,"raw_author_name":"R. Deluzarche","raw_affiliation_strings":[],"raw_orcid":null,"affiliations":[]},{"author_position":"middle","author":{"id":"https://openalex.org/A5008198039","display_name":"Bernard Cambou","orcid":null,"observed_orcids":[]},"institutions":[],"countries":[],"is_corresponding":false,"raw_author_name":"B. Cambou","raw_affiliation_strings":[],"raw_orcid":null,"affiliations":[]},{"author_position":"last","author":{"id":"https://openalex.org/A5108770668","display_name":"J.J. Fry","orcid":null,"observed_orcids":[]},"institutions":[],"countries":[],"is_corresponding":false,"raw_author_name":"J.J. Fry","raw_affiliation_strings":[],"raw_orcid":null,"affiliations":[]}],"institutions":[],"countries_distinct_count":0,"institutions_distinct_count":0,"corresponding_author_ids":[],"corresponding_institution_ids":[],"apc_list":null,"apc_paid":null,"fwci":1.4664,"has_fulltext":false,"cited_by_count":10,"citation_normalized_percentile":{"value":0.84481453,"is_in_top_1_percent":false,"is_in_top_10_percent":false},"cited_by_percentile_year":{"min":89,"max":97},"biblio":{"volume":null,"issue":null,"first_page":"219","last_page":"224"},"is_retracted":false,"is_paratext":false,"is_xpac":false,"primary_topic":{"id":"https://openalex.org/T10233","display_name":"Geotechnical Engineering and Soil Mechanics","score":0.9057999849319458,"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"}},"topics":[{"id":"https://openalex.org/T10233","display_name":"Geotechnical Engineering and Soil Mechanics","score":0.9057999849319458,"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"}},{"id":"https://openalex.org/T10161","display_name":"Rock Mechanics and Modeling","score":0.042100001126527786,"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/T11375","display_name":"Geotechnical Engineering and Soil Stabilization","score":0.02850000001490116,"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/rockfill","display_name":"rockfill","score":0.9649999737739563},{"id":"https://openalex.org/keywords/particle-crushing","display_name":"particle crushing","score":0.7879999876022339},{"id":"https://openalex.org/keywords/particle-strength","display_name":"particle strength","score":0.5049999952316284},{"id":"https://openalex.org/keywords/triaxial-behavior","display_name":"triaxial behavior","score":0.7829999923706055},{"id":"https://openalex.org/keywords/confining-pressure","display_name":"confining pressure","score":0.8080000281333923},{"id":"https://openalex.org/keywords/particle-shape","display_name":"particle shape","score":0.9350000023841858},{"id":"https://openalex.org/keywords/gradation","display_name":"gradation","score":0.9639999866485596},{"id":"https://openalex.org/keywords/compaction","display_name":"compaction","score":0.9980000257492065},{"id":"https://openalex.org/keywords/failure-criteria","display_name":"failure criteria","score":0.9359999895095825},{"id":"https://openalex.org/keywords/dilatancy","display_name":"dilatancy","score":0.9769999980926514}],"concepts":[{"id":"https://openalex.org/C192562407","wikidata":"https://www.wikidata.org/wiki/Q228736","display_name":"Materials science","level":0,"score":0.46617841720581055},{"id":"https://openalex.org/C127313418","wikidata":"https://www.wikidata.org/wiki/Q1069","display_name":"Geology","level":0,"score":0.4396970570087433},{"id":"https://openalex.org/C187320778","wikidata":"https://www.wikidata.org/wiki/Q1349130","display_name":"Geotechnical engineering","level":1,"score":0.4037162959575653}],"mesh":[],"locations_count":1,"locations":[{"id":"doi:10.1201/9780203745335-29","doi":"https://doi.org/10.1201/9780203745335-29","is_oa":false,"landing_page_url":"https://doi.org/10.1201/9780203745335-29","pdf_url":null,"source":{"id":"https://openalex.org/S4306463855","display_name":"Routledge eBooks","issn_l":null,"issn":null,"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":"https://openalex.org/P4310319847","host_organization_name":"Routledge","host_organization_lineage":["https://openalex.org/P4310319847","https://openalex.org/P4310320547"],"host_organization_lineage_names":["Routledge","Taylor & Francis"],"type":"ebook platform"},"license":null,"license_id":null,"version":"publishedVersion","is_accepted":true,"is_published":true,"raw_source_name":"Numerical Modeling in Micromechanics via Particle Methods","raw_type":"book-chapter"}],"best_oa_location":null,"sustainable_development_goals":[],"study_designs":[],"awards":[],"funders":[],"has_content":{"pdf":false,"grobid_xml":false},"content_urls":null,"referenced_works_count":0,"referenced_works":[],"related_works":["https://openalex.org/W7153286287","https://openalex.org/W2380834116","https://openalex.org/W1588732817","https://openalex.org/W2145407382","https://openalex.org/W2213397298","https://openalex.org/W2349529820","https://openalex.org/W2344484792","https://openalex.org/W3197711465","https://openalex.org/W2379508024","https://openalex.org/W3106980148"],"abstract_inverted_index":{"The":[0,47,61,102],"behavior":[1],"of":[2,43,58,63,83,89,92,104],"rockfill":[3,65,93],"is":[4,14,38,49,69,107],"modeled":[5,39,70],"with":[6,73],"the":[7,17,20,34,55,59,64,81,97,111],"PFC":[8],"2D":[9],"particle":[10,21,36,86,105],"software.":[11],"This":[12],"model":[13],"based":[15],"on":[16,96,110],"relationship":[18],"between":[19],"strength":[22,57,62,106],"and":[23,71,94,100],"its":[24],"dimension":[25],"found":[26],"by":[27,40],"Marsal":[28,74],"(1973)":[29],".":[30],"It":[31],"means":[32],"that":[33],"rock":[35],"crushing":[37,56],"a":[41],"cluster":[42],"bounded":[44],"circular":[45],"particles.":[46],"bond":[48],"evaluated":[50],"in":[51,67],"order":[52],"to":[53],"fit":[54],"particle.":[60],"media":[66],"triaxial":[68],"fitted":[72],"laboratory":[75],"test.":[76],"A":[77],"parametric":[78],"survey":[79],"assesses":[80],"influence":[82,103],"confining":[84],"stress,":[85],"strength,":[87],"shape":[88],"particle,":[90],"gradation":[91],"compaction":[95],"failure":[98,112],"criteria":[99],"dilatancy.":[101],"clearly":[108],"demonstrated":[109],"criteria.":[113]},"counts_by_year":[{"year":2024,"cited_by_count":3},{"year":2022,"cited_by_count":1},{"year":2021,"cited_by_count":2},{"year":2020,"cited_by_count":1}],"updated_date":"2026-10-12T09:40:04.860316","created_date":"2018-12-22T00:00:00"}