{"id":"https://openalex.org/W2784740407","doi":null,"title":"Parametric Study of Levee Saturation for Undrained Rapid Drawdown Analysis","display_name":"Parametric Study of Levee Saturation for Undrained Rapid Drawdown Analysis","publication_year":2017,"publication_date":"2017-05-17","ids":{"openalex":"https://openalex.org/W2784740407","mag":"2784740407"},"language":"en","primary_location":{"id":"mag:2784740407","doi":null,"is_oa":false,"landing_page_url":"https://publish.tntech.edu/index.php/PSRCI/article/view/162","pdf_url":null,"source":{"id":"https://openalex.org/S4306523488","display_name":"Proceedings of Student Research and Creative Inquiry Day","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":"Proceedings of Student Research and Creative Inquiry Day","raw_type":null},"volume":null,"type":"article","is_traditional":true,"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/A5015434221","display_name":"Kalie Poston","orcid":null,"observed_orcids":[]},"institutions":[],"countries":[],"is_corresponding":true,"raw_author_name":"Kalie Poston","raw_affiliation_strings":[],"raw_orcid":null,"affiliations":[]}],"institutions":[],"countries_distinct_count":0,"institutions_distinct_count":0,"corresponding_author_ids":["https://openalex.org/A5015434221"],"corresponding_institution_ids":[],"apc_list":null,"apc_paid":null,"fwci":0.2624,"has_fulltext":false,"cited_by_count":3,"citation_normalized_percentile":{"value":0.65617524,"is_in_top_1_percent":false,"is_in_top_10_percent":false},"cited_by_percentile_year":{"min":88,"max":93},"biblio":{"volume":"1","issue":null,"first_page":null,"last_page":null},"is_retracted":false,"is_paratext":false,"is_xpac":false,"primary_topic":{"id":"https://openalex.org/T12293","display_name":"Dam Engineering and Safety","score":0.923799991607666,"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/T12293","display_name":"Dam Engineering and Safety","score":0.923799991607666,"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/T11046","display_name":"Geotechnical Engineering and Analysis","score":0.04100000113248825,"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":0.01510000042617321,"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/rapid-drawdown","display_name":"rapid drawdown","score":0.8759999871253967},{"id":"https://openalex.org/keywords/undrained-analysis","display_name":"undrained analysis","score":0.921999990940094},{"id":"https://openalex.org/keywords/pore-pressure","display_name":"pore pressure","score":0.6869999766349792},{"id":"https://openalex.org/keywords/flood-recession","display_name":"flood recession","score":0.5180000066757202},{"id":"https://openalex.org/keywords/levee-stability","display_name":"levee stability","score":0.8069999814033508},{"id":"https://openalex.org/keywords/flood-hydrograph","display_name":"flood hydrograph","score":0.6919999718666077},{"id":"https://openalex.org/keywords/soil-properties","display_name":"soil properties","score":0.5730000138282776},{"id":"https://openalex.org/keywords/simplified-analysis-method","display_name":"simplified calculation method","score":0.5669999718666077}],"concepts":[{"id":"https://openalex.org/C115038398","wikidata":"https://www.wikidata.org/wiki/Q105190","display_name":"Levee","level":2,"score":0.8946181535720825},{"id":"https://openalex.org/C2777038186","wikidata":"https://www.wikidata.org/wiki/Q5306028","display_name":"Drawdown (hydrology)","level":4,"score":0.7981775403022766},{"id":"https://openalex.org/C187320778","wikidata":"https://www.wikidata.org/wiki/Q1349130","display_name":"Geotechnical engineering","level":1,"score":0.7887085676193237},{"id":"https://openalex.org/C102579867","wikidata":"https://www.wikidata.org/wiki/Q2914346","display_name":"Pore water pressure","level":2,"score":0.6231193542480469},{"id":"https://openalex.org/C2780230596","wikidata":"https://www.wikidata.org/wiki/Q1244922","display_name":"Embankment dam","level":3,"score":0.566979706287384},{"id":"https://openalex.org/C127313418","wikidata":"https://www.wikidata.org/wiki/Q1069","display_name":"Geology","level":0,"score":0.5328847169876099},{"id":"https://openalex.org/C2776132308","wikidata":"https://www.wikidata.org/wiki/Q11070850","display_name":"Inflow","level":2,"score":0.439103901386261},{"id":"https://openalex.org/C9930424","wikidata":"https://www.wikidata.org/wiki/Q7426587","display_name":"Saturation (graph theory)","level":2,"score":0.42973199486732483},{"id":"https://openalex.org/C76177295","wikidata":"https://www.wikidata.org/wiki/Q161598","display_name":"Groundwater","level":2,"score":0.2007787525653839},{"id":"https://openalex.org/C33923547","wikidata":"https://www.wikidata.org/wiki/Q395","display_name":"Mathematics","level":0,"score":0.09399393200874329},{"id":"https://openalex.org/C75622301","wikidata":"https://www.wikidata.org/wiki/Q208791","display_name":"Aquifer","level":3,"score":0.08187738060951233},{"id":"https://openalex.org/C111368507","wikidata":"https://www.wikidata.org/wiki/Q43518","display_name":"Oceanography","level":1,"score":0.0},{"id":"https://openalex.org/C114614502","wikidata":"https://www.wikidata.org/wiki/Q76592","display_name":"Combinatorics","level":1,"score":0.0}],"mesh":[],"locations_count":1,"locations":[{"id":"mag:2784740407","doi":null,"is_oa":false,"landing_page_url":"https://publish.tntech.edu/index.php/PSRCI/article/view/162","pdf_url":null,"source":{"id":"https://openalex.org/S4306523488","display_name":"Proceedings of Student Research and Creative Inquiry Day","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":"Proceedings of Student Research and Creative Inquiry Day","raw_type":null}],"best_oa_location":null,"sustainable_development_goals":[{"display_name":"Clean water and sanitation","score":0.6618000268936157,"id":"https://metadata.un.org/sdg/6"}],"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/W2924874174","https://openalex.org/W4384930929","https://openalex.org/W4404742048","https://openalex.org/W2910501808","https://openalex.org/W7061991451","https://openalex.org/W2794991687","https://openalex.org/W2104474662","https://openalex.org/W2549793313","https://openalex.org/W7207972313","https://openalex.org/W1510902392"],"abstract_inverted_index":{"Rapid":[0],"drawdown":[1,82,103,164,212],"is":[2,122,190,225],"a":[3,14,38,53,80,141,207,227,235],"failure":[4],"mode":[5],"that":[6,24,67,110],"may":[7,78,138],"occur":[8],"when":[9],"the":[10,21,29,45,49,60,64,76,86,89,101,201,220,231,239],"water":[11,34,134,147],"level":[12,35],"on":[13,198,238],"dam":[15],"or":[16],"levee":[17,245],"suddenly":[18],"drops,":[19],"removing":[20],"stabilizing":[22],"force":[23],"had":[25],"been":[26],"applied":[27],"by":[28],"water.":[30],"\u00a0The":[31],"change":[32,39],"in":[33,37,40,52,181],"results":[36],"hydraulic":[41],"boundary":[42],"conditions":[43,109],"along":[44],"outer":[46],"face":[47],"of":[48,88,105,133,166,210],"structure,":[50],"resulting":[51],"complex,":[54],"transient":[55],"pore":[56,65,90],"pressure":[57],"state":[58,114,143,153],"within":[59],"earth":[61],"structure.":[62],"\u00a0If":[63],"pressures":[66],"have":[68],"developed":[69],"are":[70,172,178],"not":[71,139,191],"able":[72],"to":[73,85,99,112,149,186,194,219,229],"dissipate":[74],"quickly,":[75],"slope":[77],"experience":[79],"rapid":[81,102,163,211],"failure.":[83],"\u00a0Due":[84],"complexity":[87],"pressures,":[91],"geotechnical":[92,221],"engineers":[93],"typically":[94],"use":[95],"multistage":[96],"undrained":[97],"analysis":[98,165,213],"evaluate":[100],"stability":[104],"dams,":[106,126],"assuming":[107],"initial":[108,160],"correspond":[111],"steady":[113,142,152],"seepage.":[115],"\u00a0Using":[116],"this":[117],"method":[118,209,228],"for":[119,162,214],"levees,":[120,206],"however,":[121],"more":[123],"challenging.":[124],"\u00a0Unlike":[125],"most":[127,170],"levees":[128,171,215],"only":[129],"retain":[130],"significant":[131],"amounts":[132],"during":[135],"floods":[136],"and":[137,177,244],"reach":[140],"seepage":[144,154],"condition":[145,161],"before":[146],"begins":[148],"recede.":[150],"\u00a0Consequently,":[151],"cannot":[155],"be":[156,217],"assumed":[157],"as":[158],"an":[159],"levees.":[167,199],"\u00a0In":[168],"addition,":[169],"much":[173],"longer":[174],"than":[175],"dams":[176],"usually":[179],"variable":[180],"composition,":[182],"making":[183],"them":[184],"difficult":[185],"characterize.":[187],"\u00a0Therefore,":[188],"it":[189],"economically":[192],"feasible":[193],"perform":[195],"in-depth":[196],"analyses":[197],"\u00a0Considering":[200],"special":[202],"challenges":[203],"associated":[204],"with":[205],"simplified":[208],"would":[216],"useful":[218],"profession.":[222],"\u00a0This":[223],"research":[224],"developing":[226],"estimate":[230],"saturated":[232],"zone":[233],"following":[234],"flood":[236,242],"based":[237],"soil":[240],"properties,":[241],"hydrograph,":[243],"geometry.":[246]},"counts_by_year":[{"year":2024,"cited_by_count":1},{"year":2023,"cited_by_count":1},{"year":2019,"cited_by_count":1}],"updated_date":"2025-10-10T17:16:08.811792","created_date":"2018-02-02T00:00:00"}