{"id":"https://openalex.org/W1986014292","doi":"https://doi.org/10.1061/(asce)0733-9410(1996)122:2(109)","title":"Drained Sand Behavior in Axisymmetric Tests at High Pressures","display_name":"Drained Sand Behavior in Axisymmetric Tests at High Pressures","publication_year":1996,"publication_date":"1996-02-01","ids":{"openalex":"https://openalex.org/W1986014292","doi":"https://doi.org/10.1061/(asce)0733-9410(1996)122:2(109)","mag":"1986014292"},"language":"en","primary_location":{"id":"doi:10.1061/(asce)0733-9410(1996)122:2(109)","doi":"https://doi.org/10.1061/(asce)0733-9410(1996)122:2(109)","is_oa":false,"landing_page_url":"https://doi.org/10.1061/(asce)0733-9410(1996)122:2(109)","pdf_url":null,"source":{"id":"https://openalex.org/S65113726","display_name":"Journal of Geotechnical Engineering","issn_l":"0733-9410","issn":["0733-9410","1944-8368"],"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":"https://openalex.org/P4310315747","host_organization_name":"American Society of Civil Engineers","host_organization_lineage":["https://openalex.org/P4310315747"],"host_organization_lineage_names":["American Society of Civil Engineers"],"type":"journal"},"license":null,"license_id":null,"version":"publishedVersion","is_accepted":true,"is_published":true,"raw_source_name":"Journal of Geotechnical Engineering","raw_type":"journal-article"},"volume":null,"type":"article","is_traditional":true,"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/A5036581355","display_name":"Jerry A. Yamamuro","orcid":null,"observed_orcids":[]},"institutions":[{"id":"https://openalex.org/I16944753","display_name":"Clarkson University","ror":"https://ror.org/03rwgpn18","country_code":"US","type":"education","lineage":["https://openalex.org/I16944753"]}],"countries":["US"],"is_corresponding":false,"raw_author_name":"Jerry A. Yamamuro","raw_affiliation_strings":["Asst. Prof., CEE, Box 5710, Clarkson Univ., Potsdam, NY 13699-5710"],"raw_orcid":null,"affiliations":[{"raw_affiliation_string":"Asst. Prof., CEE, Box 5710, Clarkson Univ., Potsdam, NY 13699-5710","institution_ids":["https://openalex.org/I16944753"]}]},{"author_position":"last","author":{"id":"https://openalex.org/A5111486995","display_name":"Poul V. Lade","orcid":null,"observed_orcids":[]},"institutions":[{"id":"https://openalex.org/I145311948","display_name":"Johns Hopkins University","ror":"https://ror.org/00za53h95","country_code":"US","type":"education","lineage":["https://openalex.org/I145311948"]}],"countries":["US"],"is_corresponding":false,"raw_author_name":"Poul V. Lade","raw_affiliation_strings":["Prof., Dept. of Civ. Engrg., Johns Hopkins Univ., Baltimore, MD 21218"],"raw_orcid":null,"affiliations":[{"raw_affiliation_string":"Prof., Dept. of Civ. Engrg., Johns Hopkins Univ., Baltimore, MD 21218","institution_ids":["https://openalex.org/I145311948"]}]}],"institutions":[],"countries_distinct_count":1,"institutions_distinct_count":2,"corresponding_author_ids":[],"corresponding_institution_ids":[],"apc_list":null,"apc_paid":null,"fwci":23.8831,"has_fulltext":false,"cited_by_count":223,"citation_normalized_percentile":{"value":0.99463236,"is_in_top_1_percent":true,"is_in_top_10_percent":true},"cited_by_percentile_year":{"min":97,"max":100},"biblio":{"volume":"122","issue":"2","first_page":"109","last_page":"119"},"is_retracted":false,"is_paratext":false,"is_xpac":false,"primary_topic":{"id":"https://openalex.org/T10233","display_name":"Geotechnical Engineering and Soil Mechanics","score":0.9955999851226807,"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":0.9955999851226807,"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/T11375","display_name":"Geotechnical Engineering and Soil Stabilization","score":0.0015999999595806003,"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":0.0012000000569969416,"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"}}],"keywords":[{"id":"https://openalex.org/keywords/granular-materials","display_name":"granular materials","score":0.7749999761581421},{"id":"https://openalex.org/keywords/high-confining-pressure","display_name":"high confining pressure","score":0.9509999752044678},{"id":"https://openalex.org/keywords/triaxial-compression","display_name":"triaxial compression","score":0.8199999928474426},{"id":"https://openalex.org/keywords/triaxial-extension","display_name":"triaxial extension","score":0.9789999723434448},{"id":"https://openalex.org/keywords/particle-crushing","display_name":"particle crushing","score":0.8849999904632568},{"id":"https://openalex.org/keywords/volumetric-strain","display_name":"volumetric strain","score":0.8080000281333923},{"id":"https://openalex.org/keywords/dilatancy","display_name":"dilatancy","score":0.7689999938011169},{"id":"https://openalex.org/keywords/stress-strain-behavior","display_name":"stress-strain behavior","score":0.8339999914169312}],"concepts":[{"id":"https://openalex.org/C74108042","wikidata":"https://www.wikidata.org/wiki/Q1225407","display_name":"Dilatant","level":2,"score":0.8217593431472778},{"id":"https://openalex.org/C187320778","wikidata":"https://www.wikidata.org/wiki/Q1349130","display_name":"Geotechnical engineering","level":1,"score":0.7908246517181396},{"id":"https://openalex.org/C205093917","wikidata":"https://www.wikidata.org/wiki/Q1468336","display_name":"Overburden pressure","level":2,"score":0.7053968906402588},{"id":"https://openalex.org/C198707218","wikidata":"https://www.wikidata.org/wiki/Q2752723","display_name":"Triaxial shear test","level":3,"score":0.5613916516304016},{"id":"https://openalex.org/C21036866","wikidata":"https://www.wikidata.org/wiki/Q181767","display_name":"Stress (linguistics)","level":2,"score":0.49744752049446106},{"id":"https://openalex.org/C33026886","wikidata":"https://www.wikidata.org/wiki/Q593950","display_name":"Rotational symmetry","level":2,"score":0.4786073863506317},{"id":"https://openalex.org/C2992277244","wikidata":"https://www.wikidata.org/wiki/Q82580","display_name":"Friction angle","level":2,"score":0.4742918312549591},{"id":"https://openalex.org/C20556612","wikidata":"https://www.wikidata.org/wiki/Q4469374","display_name":"Volume (thermodynamics)","level":2,"score":0.46955186128616333},{"id":"https://openalex.org/C32568104","wikidata":"https://www.wikidata.org/wiki/Q1155083","display_name":"Granular material","level":2,"score":0.44989341497421265},{"id":"https://openalex.org/C192562407","wikidata":"https://www.wikidata.org/wiki/Q228736","display_name":"Materials science","level":0,"score":0.42329320311546326},{"id":"https://openalex.org/C127313418","wikidata":"https://www.wikidata.org/wiki/Q1069","display_name":"Geology","level":0,"score":0.4211091101169586},{"id":"https://openalex.org/C178290832","wikidata":"https://www.wikidata.org/wiki/Q5199275","display_name":"Cylinder stress","level":3,"score":0.4127354025840759},{"id":"https://openalex.org/C57879066","wikidata":"https://www.wikidata.org/wiki/Q41217","display_name":"Mechanics","level":1,"score":0.3483630120754242},{"id":"https://openalex.org/C159985019","wikidata":"https://www.wikidata.org/wiki/Q181790","display_name":"Composite material","level":1,"score":0.20909661054611206},{"id":"https://openalex.org/C96035792","wikidata":"https://www.wikidata.org/wiki/Q43606218","display_name":"Shear (geology)","level":2,"score":0.08127069473266602},{"id":"https://openalex.org/C121332964","wikidata":"https://www.wikidata.org/wiki/Q413","display_name":"Physics","level":0,"score":0.07979118824005127},{"id":"https://openalex.org/C138885662","wikidata":"https://www.wikidata.org/wiki/Q5891","display_name":"Philosophy","level":0,"score":0.0},{"id":"https://openalex.org/C62520636","wikidata":"https://www.wikidata.org/wiki/Q944","display_name":"Quantum mechanics","level":1,"score":0.0},{"id":"https://openalex.org/C41895202","wikidata":"https://www.wikidata.org/wiki/Q8162","display_name":"Linguistics","level":1,"score":0.0},{"id":"https://openalex.org/C112950240","wikidata":"https://www.wikidata.org/wiki/Q76005","display_name":"Ultimate tensile strength","level":2,"score":0.0}],"mesh":[],"locations_count":1,"locations":[{"id":"doi:10.1061/(asce)0733-9410(1996)122:2(109)","doi":"https://doi.org/10.1061/(asce)0733-9410(1996)122:2(109)","is_oa":false,"landing_page_url":"https://doi.org/10.1061/(asce)0733-9410(1996)122:2(109)","pdf_url":null,"source":{"id":"https://openalex.org/S65113726","display_name":"Journal of Geotechnical Engineering","issn_l":"0733-9410","issn":["0733-9410","1944-8368"],"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":"https://openalex.org/P4310315747","host_organization_name":"American Society of Civil Engineers","host_organization_lineage":["https://openalex.org/P4310315747"],"host_organization_lineage_names":["American Society of Civil Engineers"],"type":"journal"},"license":null,"license_id":null,"version":"publishedVersion","is_accepted":true,"is_published":true,"raw_source_name":"Journal of Geotechnical Engineering","raw_type":"journal-article"}],"best_oa_location":null,"sustainable_development_goals":[],"study_designs":[],"awards":[],"funders":[],"has_content":{"pdf":false,"grobid_xml":false},"content_urls":null,"referenced_works_count":14,"referenced_works":["https://openalex.org/W350401595","https://openalex.org/W414739260","https://openalex.org/W1484784581","https://openalex.org/W1582623167","https://openalex.org/W1978813277","https://openalex.org/W1996557284","https://openalex.org/W2043332775","https://openalex.org/W2055877442","https://openalex.org/W2060905767","https://openalex.org/W2102060406","https://openalex.org/W2144213659","https://openalex.org/W2158767215","https://openalex.org/W2166819294","https://openalex.org/W4239862039"],"related_works":["https://openalex.org/W2147198072","https://openalex.org/W2982152384","https://openalex.org/W1996557284","https://openalex.org/W2326924785","https://openalex.org/W1484784581","https://openalex.org/W2045101793","https://openalex.org/W87804971","https://openalex.org/W1582623167","https://openalex.org/W2476674897","https://openalex.org/W346856687"],"abstract_inverted_index":{"The":[0,138],"results":[1],"of":[2,6,16,30,42,96,123,133,151,169],"an":[3],"experimental":[4],"study":[5],"granular":[7],"materials":[8],"at":[9,72,136,154],"high":[10],"pressures":[11,29,41],"are":[12],"presented.":[13],"Axisymmetric":[14],"specimens":[15],"dense":[17],"Cambria":[18],"sand":[19],"were":[20,47],"tested":[21],"in":[22,88],"drained":[23],"triaxial":[24,36],"compression":[25],"tests":[26,38],"between":[27,39],"confining":[28,40,52],"0.05":[31],"and":[32,44,63,65,103,106,126,164],"52":[33,45],"MPa.":[34],"Drained":[35],"extension":[37],"0.25":[43],"MPa":[46],"also":[48,114],"performed.":[49],"As":[50],"the":[51,60,99,104,121,149,157],"pressure":[53],"is":[54,127],"increased,":[55],"it":[56],"was":[57,78,113,143,159],"found":[58,144],"that":[59],"stress-strain":[61,100],"curve,":[62],"volumetric":[64,105],"axial":[66,107],"strains":[67,108],"to":[68,80,84,109,116,120,145,148,166],"failure":[69,110],"rapidly":[70],"increased":[71],"a":[73,85,92,130],"certain":[74,93],"stress":[75,97],"magnitude.":[76],"This":[77,112],"shown":[79,115],"be":[81,117,146],"directly":[82,118],"related":[83,119,147],"rapid":[86],"increase":[87],"particle":[89,124,170],"crushing.":[90,171],"Beyond":[91],"higher":[94],"value":[95],"magnitude,":[98],"curves":[101],"steepen,":[102],"decrease.":[111],"cessation":[122],"crushing":[125],"typified":[128],"by":[129],"zero":[131],"rate":[132,150],"volume":[134,152],"change":[135,153],"failure.":[137],"Mohr-Coulomb":[139],"secant":[140],"friction":[141],"angle":[142],"failure,":[155],"whether":[156],"soil":[158],"dilatant":[160],"or":[161],"highly":[162],"contractive":[163],"subject":[165],"large":[167],"amounts":[168]},"counts_by_year":[{"year":2026,"cited_by_count":11},{"year":2025,"cited_by_count":13},{"year":2024,"cited_by_count":17},{"year":2023,"cited_by_count":19},{"year":2022,"cited_by_count":10},{"year":2021,"cited_by_count":16},{"year":2020,"cited_by_count":10},{"year":2019,"cited_by_count":13},{"year":2018,"cited_by_count":14},{"year":2017,"cited_by_count":7},{"year":2016,"cited_by_count":11},{"year":2015,"cited_by_count":8},{"year":2014,"cited_by_count":5},{"year":2013,"cited_by_count":6},{"year":2012,"cited_by_count":7}],"updated_date":"2026-11-07T11:25:07.637180","created_date":"2016-06-24T00:00:00"}
