{"id":"https://openalex.org/W2046830576","doi":"https://doi.org/10.1680/geot.1963.13.4.291","title":"The Equivalent elastic Constants of Saturated Soils Exhibiting Anisotropy and Creep Effects","display_name":"The Equivalent elastic Constants of Saturated Soils Exhibiting Anisotropy and Creep Effects","publication_year":1963,"publication_date":"1963-12-01","ids":{"openalex":"https://openalex.org/W2046830576","doi":"https://doi.org/10.1680/geot.1963.13.4.291","mag":"2046830576"},"language":"en","primary_location":{"id":"doi:10.1680/geot.1963.13.4.291","doi":"https://doi.org/10.1680/geot.1963.13.4.291","is_oa":false,"landing_page_url":"https://doi.org/10.1680/geot.1963.13.4.291","pdf_url":null,"source":{"id":"https://openalex.org/S170199316","display_name":"G\u00e9otechnique","issn_l":"0016-8505","issn":["0016-8505","1751-7656"],"is_oa":false,"is_in_doaj":false,"is_core":true,"listed_in":["cwts-core","dongbi-a","jufo-3","ki-jl-1","norway-2","poland-140","russia-white-list-1"],"host_organization":"https://openalex.org/P4310311678","host_organization_name":"ICE Publishing","host_organization_lineage":["https://openalex.org/P4310311678"],"host_organization_lineage_names":["ICE Publishing"],"type":"journal"},"license":null,"license_id":null,"version":"publishedVersion","is_accepted":true,"is_published":true,"raw_source_name":"G\u00e9otechnique","raw_type":"journal-article"},"volume":null,"type":"article","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/A5081412158","display_name":"L. \u0160uklje","orcid":null,"observed_orcids":[]},"institutions":[{"id":"https://openalex.org/I153976015","display_name":"University of Ljubljana","ror":"https://ror.org/05njb9z20","country_code":"SI","type":"education","lineage":["https://openalex.org/I153976015"]}],"countries":["SI"],"is_corresponding":true,"raw_author_name":"L. \u0160uklje","raw_affiliation_strings":["University of Ljubljana * Dr \u0160uklje is professor at the , Jugoslavia","Dr \u0160uklje is professor at the University of Ljubljana, Jugoslavia"],"raw_orcid":null,"affiliations":[{"raw_affiliation_string":"University of Ljubljana * Dr \u0160uklje is professor at the , Jugoslavia","institution_ids":["https://openalex.org/I153976015"]},{"raw_affiliation_string":"Dr \u0160uklje is professor at the University of Ljubljana, Jugoslavia","institution_ids":["https://openalex.org/I153976015"]}]}],"institutions":[],"countries_distinct_count":1,"institutions_distinct_count":1,"corresponding_author_ids":["https://openalex.org/A5081412158"],"corresponding_institution_ids":["https://openalex.org/I153976015"],"apc_list":null,"apc_paid":null,"fwci":5.5926,"has_fulltext":false,"cited_by_count":5,"citation_normalized_percentile":{"value":0.93614202,"is_in_top_1_percent":false,"is_in_top_10_percent":true},"cited_by_percentile_year":{"min":89,"max":93},"biblio":{"volume":"13","issue":"4","first_page":"291","last_page":"309"},"is_retracted":false,"is_paratext":false,"is_xpac":false,"primary_topic":{"id":"https://openalex.org/T10233","display_name":"Geotechnical Engineering and Soil Mechanics","score":0.9243000149726868,"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":0.9243000149726868,"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":0.04259999841451645,"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/T13862","display_name":"Soil, Finite Element Methods","score":0.011699999682605267,"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/saturated-soil","display_name":"saturated soil","score":0.8730000257492065},{"id":"https://openalex.org/keywords/elastic-anisotropy","display_name":"elastic anisotropy","score":0.871999979019165},{"id":"https://openalex.org/keywords/creep","display_name":"creep","score":0.5860000252723694},{"id":"https://openalex.org/keywords/equivalent-elastic-constants","display_name":"equivalent elastic constants","score":0.9330000281333923},{"id":"https://openalex.org/keywords/consolidation","display_name":"consolidation","score":0.42100000381469727},{"id":"https://openalex.org/keywords/settlement-prediction","display_name":"settlement prediction","score":0.8759999871253967},{"id":"https://openalex.org/keywords/triaxial-test","display_name":"triaxial test","score":0.6909999847412109},{"id":"https://openalex.org/keywords/thixotropy","display_name":"thixotropy","score":0.9359999895095825},{"id":"https://openalex.org/keywords/relaxation","display_name":"relaxation","score":0.492000013589859},{"id":"https://openalex.org/keywords/layered-soil","display_name":"layered soil","score":0.8040000200271606},{"id":"https://openalex.org/keywords/immediate-settlement","display_name":"immediate settlement","score":0.5450000166893005},{"id":"https://openalex.org/keywords/secondary-consolidation","display_name":"secondary consolidation","score":0.5370000004768372},{"id":"https://openalex.org/keywords/layered-half-space","display_name":"layered half-space","score":0.6370000243186951},{"id":"https://openalex.org/keywords/undrained-loading","display_name":"undrained loading","score":0.6299999952316284},{"id":"https://openalex.org/keywords/plastic-resistance","display_name":"plastic resistance","score":0.4339999854564667},{"id":"https://openalex.org/keywords/intergranular-stress","display_name":"intergranular stress","score":0.5320000052452087}],"concepts":[{"id":"https://openalex.org/C2776014549","wikidata":"https://www.wikidata.org/wiki/Q3050847","display_name":"Consolidation (business)","level":2,"score":0.7853814363479614},{"id":"https://openalex.org/C85725439","wikidata":"https://www.wikidata.org/wiki/Q466686","display_name":"Anisotropy","level":2,"score":0.7206857204437256},{"id":"https://openalex.org/C149912024","wikidata":"https://www.wikidata.org/wiki/Q462188","display_name":"Creep","level":2,"score":0.674199640750885},{"id":"https://openalex.org/C187320778","wikidata":"https://www.wikidata.org/wiki/Q1349130","display_name":"Geotechnical engineering","level":1,"score":0.6666197180747986},{"id":"https://openalex.org/C184050105","wikidata":"https://www.wikidata.org/wiki/Q273163","display_name":"Isotropy","level":2,"score":0.5721098184585571},{"id":"https://openalex.org/C192562407","wikidata":"https://www.wikidata.org/wiki/Q228736","display_name":"Materials science","level":0,"score":0.4787313640117645},{"id":"https://openalex.org/C159750122","wikidata":"https://www.wikidata.org/wiki/Q96621023","display_name":"Soil water","level":2,"score":0.4257770776748657},{"id":"https://openalex.org/C127313418","wikidata":"https://www.wikidata.org/wiki/Q1069","display_name":"Geology","level":0,"score":0.3627738654613495},{"id":"https://openalex.org/C121332964","wikidata":"https://www.wikidata.org/wiki/Q413","display_name":"Physics","level":0,"score":0.1406250298023224},{"id":"https://openalex.org/C159985019","wikidata":"https://www.wikidata.org/wiki/Q181790","display_name":"Composite material","level":1,"score":0.13184252381324768},{"id":"https://openalex.org/C159390177","wikidata":"https://www.wikidata.org/wiki/Q9161265","display_name":"Soil science","level":1,"score":0.12289556860923767},{"id":"https://openalex.org/C121955636","wikidata":"https://www.wikidata.org/wiki/Q4116214","display_name":"Accounting","level":1,"score":0.09942802786827087},{"id":"https://openalex.org/C144133560","wikidata":"https://www.wikidata.org/wiki/Q4830453","display_name":"Business","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}],"mesh":[],"locations_count":1,"locations":[{"id":"doi:10.1680/geot.1963.13.4.291","doi":"https://doi.org/10.1680/geot.1963.13.4.291","is_oa":false,"landing_page_url":"https://doi.org/10.1680/geot.1963.13.4.291","pdf_url":null,"source":{"id":"https://openalex.org/S170199316","display_name":"G\u00e9otechnique","issn_l":"0016-8505","issn":["0016-8505","1751-7656"],"is_oa":false,"is_in_doaj":false,"is_core":true,"listed_in":["cwts-core","dongbi-a","jufo-3","ki-jl-1","norway-2","poland-140","russia-white-list-1"],"host_organization":"https://openalex.org/P4310311678","host_organization_name":"ICE Publishing","host_organization_lineage":["https://openalex.org/P4310311678"],"host_organization_lineage_names":["ICE Publishing"],"type":"journal"},"license":null,"license_id":null,"version":"publishedVersion","is_accepted":true,"is_published":true,"raw_source_name":"G\u00e9otechnique","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":0,"referenced_works":[],"related_works":["https://openalex.org/W2077314711","https://openalex.org/W2030577455","https://openalex.org/W568305514","https://openalex.org/W2999054440","https://openalex.org/W759602108","https://openalex.org/W2011451165","https://openalex.org/W2365847130","https://openalex.org/W2086220500","https://openalex.org/W2113992441","https://openalex.org/W2137985010"],"abstract_inverted_index":{"Synopsis":[0],"In":[1],"the":[2,9,14,20,26,43,49,55,60,74,78,85,90,93,101,120,131,144,148,156,162,169,177,184,195,199,206,209,234],"Paper":[3],"a":[4,290,306,428,494],"review":[5],"is":[6],"given":[7],"of":[8,16,39,48,77,92,112,122,151,187,197,201,208,212,221,236],"available":[10],"solutions":[11,254,289],"based":[12],"on":[13,73,80,84,100],"theory":[15],"elasticity":[17,47],"and":[18,22,46,160,194,233],"facilitating":[19],"settlement":[21],"consolidation":[23,170,186,211,223,269,433,461,472],"prediction":[24,207],"in":[25,97,117,205],"simple":[27,273],"or":[28,191],"layered":[29,240],"half-space":[30],"subjected":[31],"to":[32,42,71,155,161,183],"an":[33,108,203],"arbitrary":[34],"surface":[35],"load.":[36],"The":[37,63,140,218],"conformity":[38],"soil":[40,94],"properties":[41],"supposed":[44],"isotropy":[45],"medium":[50],"has":[51,68,180,215,242],"been":[52,69,181,216,231,243],"investigated":[53],"considering":[54],"triaxial":[56,118],"test":[57],"conditions":[58,121,294,341,365],"as":[59,125,127,225,227],"experimental":[61],"base.":[62],"initial":[64,311],"pore-pressure":[65],"coefficient":[66,310],"A":[67],"shown":[70],"depend":[72],"elastic":[75,105],"anisotropy":[76,141],"sample,":[79],"its":[81,228],"plastic":[82],"resistance,":[83],"thixotropic":[86],"effects":[87,134,176],"appearing":[88],"at":[89],"collapse":[91],"skeleton":[95],"and,":[96],"undrained":[98],"conditions,":[99],"relaxation":[102],"effect.":[103],"Equivalent":[104],"constants":[106],"enabling":[107],"approximately":[109],"correct":[110],"calculation":[111],"end":[113],"settlements":[114],"should":[115,135],"satisfy,":[116],"tests,":[119],"equal":[123],"volume":[124],"well":[126,226],"distortional":[128,152,163],"strains;":[129],"thereby":[130],"secondary":[132],"time":[133],"be":[136,166],"taken":[137],"into":[138],"account.":[139],"affects":[142],"considerably":[143],"immediate":[145],"settlement.":[146],"Nevertheless,":[147],"probable":[149,394],"development":[150],"strains":[153],"due":[154],"increasing":[157],"intergranular":[158],"stresses":[159],"creep":[164,175],"can":[165],"predicted":[167],"from":[168],"curve":[171],"data.":[172],"Accounting":[173],"for":[174,239],"isotaches":[178],"method":[179],"applied":[182],"spheric":[185,210],"samples":[188],"exhibiting":[189],"no":[190],"moderate":[192],"anisotropy;":[193],"possibility":[196],"using":[198],"results":[200],"such":[202],"analysis":[204],"isolated":[213],"layers":[214],"discussed.":[217],"large":[219,467],"applicability":[220],"Mandel's":[222],"charts":[224],"restriction":[229],"have":[230],"treated,":[232],"usefulness":[235],"model":[237],"studies":[238],"soils":[241],"emphasized.":[244],"Dans":[245],"l'article":[246],"l'auteur":[247],"pr\u00e9sente":[248],"un":[249,353],"bref":[250],"aper\u00e7u":[251],"sur":[252,256],"les":[253,288,293,340,372,453,491],"bas\u00e9es":[255],"la":[257,268,330,334,411,425,432,450,460],"th\u00e9orie":[258],"d'\u00e9lasticit\u00e9":[259],"qui":[260],"facilitent":[261],"le":[262,309,392],"calcul":[263,354],"des":[264,277,279,295,312,325,336,356,366,395,413,415,421,435,463,469,485],"tassements":[265,357],"et":[266,283,369,403,483],"de":[267,316,319,321,333,344,346,375,417,423,439,471],"dans":[270,287,339],"l'espace":[271],"semi-infini":[272],"ou":[274,438],"stratifi\u00e9.":[275],"L'applicabilit\u00e9":[276],"propri\u00e9t\u00e9s":[278],"sols":[280,492],"\u00e0":[281,284,329,410,431,449],"l'isotropie":[282],"l'\u00e9lasticit\u00e9":[285],"suppos\u00e9es":[286],"\u00e9t\u00e9":[291,300,429,481,495],"recherch\u00e9e;":[292],"essais":[296],"triaxiaux":[297],"y":[298,377],"ont":[299,480],"prises":[301],"comme":[302],"base":[303,412],"exp\u00e9rimentale.":[304],"On":[305],"montr\u00e9":[307],"que":[308,444,477],"pressions":[313],"intersticielles":[314],"d\u00e9pend":[315],"l'anisotropie":[317,442],"\u00e9lastique":[318],"l'\u00e9chantillon,":[320],"sa":[322],"r\u00e9sistance":[323],"plastique,":[324],"effets":[326,373,422],"thixotropiques":[327],"intervenant":[328],"rupture":[331],"\u00e9ventuelle":[332],"structure":[335],"grains":[337],"et,":[338],"non":[342],"drain\u00e9es,":[343],"l'effet":[345],"relaxation.":[347],"Les":[348],"constantes":[349],"\u00e9lastiques":[350],"\u00e9quivalentes":[351],"facilitant":[352],"approximatif":[355],"finals,":[358],"doivent":[359,378],"correspondre,":[360],"aux":[361,364,399],"\u00e9ssais":[362],"triaxiaux,":[363],"d\u00e9formations":[367,396],"sph\u00e9riques":[368],"d\u00e9viatoriques":[370,397],"\u00e9gales;":[371],"secondaires":[374],"temps":[376],"\u00eatre":[379,408],"pris":[380],"en":[381,487,497],"consid\u00e9ation.":[382],"Le":[383],"tassement":[384],"imm\u00e9diat":[385],"est":[386],"consid\u00e9rablement":[387],"influenc\u00e9":[388],"par":[389,474],"l'anisotropie.":[390],"N\u00e9anmoins,":[391],"d\u00e9veloppement":[393],"d\u00fb":[398],"contraintes":[400],"intergranulaires":[401],"croissantes":[402],"au":[404],"fluage":[405,424],"d\u00e9viatorique,":[406],"peut":[407],"pr\u00e9vu":[409],"donn\u00e9es":[414],"courbes":[416],"consolidation.":[418],"Tenant":[419],"compte":[420],"m\u00e9thode":[426],"d'isotaches":[427],"appliqu\u00e9e":[430],"spherique":[434],"\u00e9chantillons":[436],"isotropiques":[437],"tels":[440],"dont":[441],"n'est":[443],"mod\u00e9r\u00e9e.":[445],"La":[446,466],"discussion":[447],"porte":[448],"possibilit\u00e9":[451],"d'utiliser":[452],"r\u00e9sultats":[454],"d'une":[455],"telle":[456],"analyse":[457],"pour":[458,490],"pr\u00e9voir":[459],"sph\u00e9rique":[462],"couches":[464],"isol\u00e9es.":[465],"applicabilit\u00e9":[468],"diagrammes":[470],"pr\u00e9sent\u00e9s":[473],"Mandel":[475],"ainsi":[476],"ses":[478],"limites":[479],"trait\u00e9es,":[482],"l'utilit\u00e9":[484],"\u00e9tudes":[486],"mod\u00e8le":[488],"r\u00e9duit":[489],"stratifi\u00e9s":[493],"mise":[496],"\u00e9vidence.":[498]},"counts_by_year":[{"year":2020,"cited_by_count":1}],"updated_date":"2026-10-12T09:40:04.860316","created_date":"2016-06-24T00:00:00"}
