{"id":"https://openalex.org/W42428017","doi":null,"title":"COMPACTIVE MEASURE OF COHESIONLESS SOILS","display_name":"COMPACTIVE MEASURE OF COHESIONLESS SOILS","publication_year":1993,"publication_date":"1993-01-01","ids":{"openalex":"https://openalex.org/W42428017","mag":"42428017"},"language":"en","primary_location":{"id":"mag:42428017","doi":null,"is_oa":false,"landing_page_url":"https://trid.trb.org/view/384202","pdf_url":null,"source":null,"license":null,"license_id":null,"version":null,"is_accepted":false,"is_published":false,"raw_source_name":null,"raw_type":null},"volume":null,"type":"article","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/A5011037166","display_name":"Nobuchika Moroto","orcid":null,"observed_orcids":[]},"institutions":[],"countries":[],"is_corresponding":false,"raw_author_name":"Nobuchika Moroto","raw_affiliation_strings":[],"raw_orcid":null,"affiliations":[]},{"author_position":"last","author":{"id":"https://openalex.org/A5005279101","display_name":"Satoru Shimobe","orcid":"https://orcid.org/0000-0002-7151-8283","observed_orcids":["https://orcid.org/0000-0002-7151-8283"]},"institutions":[],"countries":[],"is_corresponding":false,"raw_author_name":"Satoru Shimobe","raw_affiliation_strings":[],"raw_orcid":"https://orcid.org/0000-0002-7151-8283","affiliations":[]}],"institutions":[],"countries_distinct_count":0,"institutions_distinct_count":0,"corresponding_author_ids":[],"corresponding_institution_ids":[],"apc_list":null,"apc_paid":null,"fwci":0.0,"has_fulltext":false,"cited_by_count":1,"citation_normalized_percentile":{"value":0.009543,"is_in_top_1_percent":false,"is_in_top_10_percent":false},"cited_by_percentile_year":null,"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/T10233","display_name":"Geotechnical Engineering and Soil Mechanics","score":0.8695999979972839,"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":0.8695999979972839,"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":0.08869999647140503,"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/T13236","display_name":"Geotechnical and construction materials studies","score":0.032099999487400055,"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/granular-soils","display_name":"granular soils","score":0.9179999828338623},{"id":"https://openalex.org/keywords/relative-compaction","display_name":"relative compaction","score":0.6959999799728394},{"id":"https://openalex.org/keywords/shear-strength","display_name":"shear strength","score":0.7400000095367432},{"id":"https://openalex.org/keywords/sand","display_name":"sand","score":0.4320000112056732},{"id":"https://openalex.org/keywords/gravel","display_name":"gravel","score":0.9120000004768372},{"id":"https://openalex.org/keywords/particle-breakage","display_name":"particle breakage","score":0.7990000247955322},{"id":"https://openalex.org/keywords/engineered-fill","display_name":"engineered fill","score":0.8100000023841858},{"id":"https://openalex.org/keywords/fill-dams","display_name":"fill dams","score":0.7649999856948853}],"concepts":[{"id":"https://openalex.org/C187320778","wikidata":"https://www.wikidata.org/wiki/Q1349130","display_name":"Geotechnical engineering","level":1,"score":0.7838220596313477},{"id":"https://openalex.org/C2779015675","wikidata":"https://www.wikidata.org/wiki/Q92796261","display_name":"Breakage","level":2,"score":0.7459899187088013},{"id":"https://openalex.org/C196715460","wikidata":"https://www.wikidata.org/wiki/Q1414356","display_name":"Compaction","level":2,"score":0.6273641586303711},{"id":"https://openalex.org/C127893833","wikidata":"https://www.wikidata.org/wiki/Q7492185","display_name":"Shear strength (soil)","level":3,"score":0.534778356552124},{"id":"https://openalex.org/C159750122","wikidata":"https://www.wikidata.org/wiki/Q96621023","display_name":"Soil water","level":2,"score":0.5280588269233704},{"id":"https://openalex.org/C82455628","wikidata":"https://www.wikidata.org/wiki/Q11027905","display_name":"Relative density","level":3,"score":0.49079450964927673},{"id":"https://openalex.org/C205093917","wikidata":"https://www.wikidata.org/wiki/Q1468336","display_name":"Overburden pressure","level":2,"score":0.44593361020088196},{"id":"https://openalex.org/C127313418","wikidata":"https://www.wikidata.org/wiki/Q1069","display_name":"Geology","level":0,"score":0.4450579285621643},{"id":"https://openalex.org/C32568104","wikidata":"https://www.wikidata.org/wiki/Q1155083","display_name":"Granular material","level":2,"score":0.4426991045475006},{"id":"https://openalex.org/C204217086","wikidata":"https://www.wikidata.org/wiki/Q240553","display_name":"Strength of materials","level":2,"score":0.43781858682632446},{"id":"https://openalex.org/C96035792","wikidata":"https://www.wikidata.org/wiki/Q43606218","display_name":"Shear (geology)","level":2,"score":0.42169392108917236},{"id":"https://openalex.org/C192562407","wikidata":"https://www.wikidata.org/wiki/Q228736","display_name":"Materials science","level":0,"score":0.3302996754646301},{"id":"https://openalex.org/C159985019","wikidata":"https://www.wikidata.org/wiki/Q181790","display_name":"Composite material","level":1,"score":0.1411648392677307},{"id":"https://openalex.org/C159390177","wikidata":"https://www.wikidata.org/wiki/Q9161265","display_name":"Soil science","level":1,"score":0.10008895397186279},{"id":"https://openalex.org/C2777581544","wikidata":"https://www.wikidata.org/wiki/Q844613","display_name":"Sintering","level":2,"score":0.0}],"mesh":[],"locations_count":1,"locations":[{"id":"mag:42428017","doi":null,"is_oa":false,"landing_page_url":"https://trid.trb.org/view/384202","pdf_url":null,"source":null,"license":null,"license_id":null,"version":null,"is_accepted":false,"is_published":false,"raw_source_name":null,"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":0,"referenced_works":[],"related_works":["https://openalex.org/W2015751960","https://openalex.org/W2775448036","https://openalex.org/W2116958082","https://openalex.org/W2981844516","https://openalex.org/W115976847","https://openalex.org/W424758136","https://openalex.org/W7120737900","https://openalex.org/W2235964869","https://openalex.org/W7130653047","https://openalex.org/W4311012656"],"abstract_inverted_index":{"The":[0,11],"authors":[1],"first":[2],"propose":[3],"a":[4],"new":[5],"classification":[6],"diagram":[7,12],"for":[8,60,68,105],"cohesionless":[9,61],"soils.":[10],"correlates":[13],"the":[14,35,55,82,113],"minimum":[15],"voids":[16],"ratio,":[17],"obtained":[18,27],"from":[19,28],"limit":[20],"density":[21],"tests,":[22],"with":[23],"Mogami's":[24],"strength":[25,36,85],"coefficient,":[26],"shear":[29],"tests.":[30],"Based":[31],"on":[32],"this":[33],"diiagram,":[34],"characteristics":[37],"of":[38,57,73],"sands":[39],"and":[40,66,70,101],"gravels":[41],"can":[42],"be":[43],"easily":[44],"determined":[45],"according":[46],"to":[47,81],"their":[48],"particle":[49,87],"properties.":[50],"Under":[51],"normal":[52],"confining":[53],"pressure,":[54],"introduction":[56],"relative":[58],"compaction":[59],"materials":[62,96],"becomes":[63],"more":[64,103],"effective":[65],"useful":[67],"design":[69],"execution":[71],"management":[72],"engineered":[74],"fills.":[75],"In":[76],"higher":[77],"pressure":[78],"ranges,":[79],"due":[80],"reduction":[83],"in":[84,107],"by":[86],"breakage,":[88],"it":[89],"is":[90],"suggested":[91],"that":[92],"well":[93],"graded":[94],"rounded":[95],"have":[97],"superior":[98],"engineering":[99],"properties":[100],"are":[102],"suitable":[104],"use":[106],"high":[108],"fill":[109],"dams.":[110],"(A)":[111],"For":[112],"covering":[114],"abstract":[115],"see":[116],"IRRD":[117],"859718.":[118]},"counts_by_year":[],"updated_date":"2025-11-06T04:12:42.849631","created_date":"2016-06-24T00:00:00"}