{"id":"https://openalex.org/W2471964112","doi":"https://doi.org/10.1002/gete.201500015","title":"In\u2010situ\u2010Bestimmung von effektiven Scherparametern in rutschgef\u00e4hrdeten Schichten im Oberen Buntsandstein","display_name":"In\u2010situ\u2010Bestimmung von effektiven Scherparametern in rutschgef\u00e4hrdeten Schichten im Oberen Buntsandstein","publication_year":2016,"publication_date":"2016-06-01","ids":{"openalex":"https://openalex.org/W2471964112","doi":"https://doi.org/10.1002/gete.201500015","mag":"2471964112"},"language":"de","primary_location":{"id":"doi:10.1002/gete.201500015","doi":"https://doi.org/10.1002/gete.201500015","is_oa":false,"landing_page_url":"https://doi.org/10.1002/gete.201500015","pdf_url":null,"source":{"id":"https://openalex.org/S4210205964","display_name":"geotechnik","issn_l":"0172-6145","issn":["0172-6145","2190-6653"],"is_oa":false,"is_in_doaj":false,"is_core":true,"listed_in":["cwts-core","dongbi-c","jufo-1","norway-1","poland-100","russia-white-list-4"],"host_organization":"https://openalex.org/P4310320595","host_organization_name":"Wiley","host_organization_lineage":["https://openalex.org/P4310320595"],"host_organization_lineage_names":["Wiley"],"type":"journal"},"license":null,"license_id":null,"version":"publishedVersion","is_accepted":true,"is_published":true,"raw_source_name":"geotechnik","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":null,"display_name":"Christian Ernst","orcid":null,"observed_orcids":[]},"institutions":[],"countries":[],"is_corresponding":true,"raw_author_name":"Christian Ernst","raw_affiliation_strings":["witt & partner geoprojekt GmbH, Heinrich-Heine-Stra\u00dfe 8, 99423 Weimar"],"raw_orcid":null,"affiliations":[{"raw_affiliation_string":"witt & partner geoprojekt GmbH, Heinrich-Heine-Stra\u00dfe 8, 99423 Weimar","institution_ids":[]}]},{"author_position":"middle","author":{"id":null,"display_name":"Thomas Hecht","orcid":null,"observed_orcids":[]},"institutions":[],"countries":[],"is_corresponding":true,"raw_author_name":"Thomas Hecht","raw_affiliation_strings":["DEGES \u2013 Deutsche Einheit Fernstra\u00dfenplanungs- und -bau GmbH, Zimmerstra\u00dfe 54, 10117 Berlin"],"raw_orcid":null,"affiliations":[{"raw_affiliation_string":"DEGES \u2013 Deutsche Einheit Fernstra\u00dfenplanungs- und -bau GmbH, Zimmerstra\u00dfe 54, 10117 Berlin","institution_ids":[]}]},{"author_position":"last","author":{"id":"https://openalex.org/A5111868933","display_name":"Karl Josef Witt","orcid":null,"observed_orcids":[]},"institutions":[{"id":"https://openalex.org/I51441396","display_name":"Bauhaus-Universit\u00e4t Weimar","ror":"https://ror.org/033bb5z47","country_code":"DE","type":"education","lineage":["https://openalex.org/I51441396"]}],"countries":["DE"],"is_corresponding":true,"raw_author_name":"Karl Josef Witt","raw_affiliation_strings":["Bauhaus-Universita\u0308t Weimar, Professur Grundbau, Coudraystra\u00dfe 11c, 99423 Weimar"],"raw_orcid":null,"affiliations":[{"raw_affiliation_string":"Bauhaus-Universita\u0308t Weimar, Professur Grundbau, Coudraystra\u00dfe 11c, 99423 Weimar","institution_ids":["https://openalex.org/I51441396"]}]}],"institutions":[],"countries_distinct_count":1,"institutions_distinct_count":1,"corresponding_author_ids":["https://openalex.org/A5111868933"],"corresponding_institution_ids":["https://openalex.org/I51441396"],"apc_list":null,"apc_paid":null,"fwci":0.777,"has_fulltext":false,"cited_by_count":5,"citation_normalized_percentile":{"value":0.75383572,"is_in_top_1_percent":false,"is_in_top_10_percent":false},"cited_by_percentile_year":{"min":88,"max":96},"biblio":{"volume":"39","issue":"2","first_page":"110","last_page":"118"},"is_retracted":false,"is_paratext":false,"is_xpac":false,"primary_topic":{"id":"https://openalex.org/T11046","display_name":"Geotechnical Engineering and Analysis","score":0.9071999788284302,"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/T11046","display_name":"Geotechnical Engineering and Analysis","score":0.9071999788284302,"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":0.03220000118017197,"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/T10535","display_name":"Landslides and related hazards","score":0.02280000038444996,"subfield":{"id":"https://openalex.org/subfields/2308","display_name":"Management, Monitoring, Policy and Law"},"field":{"id":"https://openalex.org/fields/23","display_name":"Environmental Science"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}}],"keywords":[{"id":"https://openalex.org/keywords/in-situ-shear-strength","display_name":"in situ shear strength","score":0.625},{"id":"https://openalex.org/keywords/rock-slope-design","display_name":"rock slope design","score":0.781000018119812},{"id":"https://openalex.org/keywords/direct-shear-test","display_name":"direct shear test","score":0.6549999713897705},{"id":"https://openalex.org/keywords/triaxial-compression-test","display_name":"triaxial compression test","score":0.890999972820282},{"id":"https://openalex.org/keywords/weathering-horizons","display_name":"weathering horizons","score":0.6140000224113464},{"id":"https://openalex.org/keywords/cohesion-reduction","display_name":"cohesion reduction","score":0.5860000252723694},{"id":"https://openalex.org/keywords/upper-muschelkalk","display_name":"Upper Muschelkalk","score":0.6869999766349792},{"id":"https://openalex.org/keywords/slope-stability","display_name":"slope stability","score":0.34200000762939453},{"id":"https://openalex.org/keywords/excavation-unloading","display_name":"excavation unloading","score":0.453000009059906},{"id":"https://openalex.org/keywords/layered-rock-mass","display_name":"layered rock mass","score":0.48399999737739563}],"concepts":[{"id":"https://openalex.org/C127313418","wikidata":"https://www.wikidata.org/wiki/Q1069","display_name":"Geology","level":0,"score":0.4995260238647461},{"id":"https://openalex.org/C127893833","wikidata":"https://www.wikidata.org/wiki/Q7492185","display_name":"Shear strength (soil)","level":3,"score":0.4899884760379791},{"id":"https://openalex.org/C41151612","wikidata":"https://www.wikidata.org/wiki/Q5280388","display_name":"Direct shear test","level":3,"score":0.46049100160598755},{"id":"https://openalex.org/C187320778","wikidata":"https://www.wikidata.org/wiki/Q1349130","display_name":"Geotechnical engineering","level":1,"score":0.45205092430114746},{"id":"https://openalex.org/C96035792","wikidata":"https://www.wikidata.org/wiki/Q43606218","display_name":"Shear (geology)","level":2,"score":0.39382365345954895},{"id":"https://openalex.org/C199289684","wikidata":"https://www.wikidata.org/wiki/Q83353","display_name":"Mineralogy","level":1,"score":0.3453848958015442},{"id":"https://openalex.org/C5900021","wikidata":"https://www.wikidata.org/wiki/Q163082","display_name":"Petrology","level":1,"score":0.11601489782333374},{"id":"https://openalex.org/C159750122","wikidata":"https://www.wikidata.org/wiki/Q96621023","display_name":"Soil water","level":2,"score":0.0},{"id":"https://openalex.org/C159390177","wikidata":"https://www.wikidata.org/wiki/Q9161265","display_name":"Soil science","level":1,"score":0.0}],"mesh":[],"locations_count":1,"locations":[{"id":"doi:10.1002/gete.201500015","doi":"https://doi.org/10.1002/gete.201500015","is_oa":false,"landing_page_url":"https://doi.org/10.1002/gete.201500015","pdf_url":null,"source":{"id":"https://openalex.org/S4210205964","display_name":"geotechnik","issn_l":"0172-6145","issn":["0172-6145","2190-6653"],"is_oa":false,"is_in_doaj":false,"is_core":true,"listed_in":["cwts-core","dongbi-c","jufo-1","norway-1","poland-100","russia-white-list-4"],"host_organization":"https://openalex.org/P4310320595","host_organization_name":"Wiley","host_organization_lineage":["https://openalex.org/P4310320595"],"host_organization_lineage_names":["Wiley"],"type":"journal"},"license":null,"license_id":null,"version":"publishedVersion","is_accepted":true,"is_published":true,"raw_source_name":"geotechnik","raw_type":"journal-article"}],"best_oa_location":null,"sustainable_development_goals":[],"study_designs":[],"awards":[],"funders":[],"has_content":{"grobid_xml":false,"pdf":false},"content_urls":null,"referenced_works_count":4,"referenced_works":["https://openalex.org/W615920376","https://openalex.org/W2000472224","https://openalex.org/W2111697745","https://openalex.org/W4251952027"],"related_works":["https://openalex.org/W2997735763","https://openalex.org/W2383701891","https://openalex.org/W423439122","https://openalex.org/W4411546611","https://openalex.org/W2269463664","https://openalex.org/W627044993","https://openalex.org/W4246839712","https://openalex.org/W6981621420","https://openalex.org/W2318292227","https://openalex.org/W418599441"],"abstract_inverted_index":{"Abstract":[0],"Zur":[1],"Bemessung":[2],"einer":[3],"Einschnittsb\u00f6schung":[4],"in":[5,26,170,177,192,219,292,302],"rutschgef\u00e4hrdeten":[6],"Schichten":[7],"des":[8,40,54,76],"Oberen":[9],"Buntsandsteins":[10],"(R\u00f6t)":[11],"im":[12,34],"Grenzbereich":[13],"zum":[14],"\u00fcberlagernden":[15],"Unteren":[16],"Muschelkalk":[17],"wurden":[18],"Labor\u2010":[19],"und":[20,78,103],"Feldversuche":[21],"zur":[22],"Bestimmung":[23],"der":[24,83,86,89,106,110,117],"Scherfestigkeit":[25,90],"den":[27,37,80],"kritischen":[28],"Schichthorizonten":[29],"durchgef\u00fchrt.":[30],"Die":[31,57],"direkten":[32],"Scherversuche":[33],"Feld":[35],"bilden":[36],"typischen":[38],"Grenzzustand":[39],"Gleitens":[41],"auf":[42],"pr\u00e4destinierten":[43],"Verwitterungshorizonten":[44],"weit":[45],"besser":[46],"ab,":[47],"als":[48,64,108],"dreiaxiale":[49],"Druckversuche":[50],"an":[51,88],"ungest\u00f6rten":[52],"Proben":[53],"geschichteten":[55],"Gebirges.":[56],"mit":[58],"beiden":[59],"Versuchsarten":[60],"ermittelten":[61],"Scherfestigkeiten":[62],"sind":[63],"Grundlage":[65],"f\u00fcr":[66],"eine":[67],"Langzeitbemessung":[68],"abzumindern,":[69],"da":[70],"durch":[71,79],"die":[72,96,101],"Entlastung":[73],"beim":[74],"Auffahren":[75],"Einschnitts":[77],"fortschreitenden":[81],"Verwitterungsprozess":[82],"dominante":[84],"Anteil":[85],"Koh\u00e4sion":[87],"stark":[91],"abf\u00e4llt.":[92],"Der":[93],"Beitrag":[94],"beschreibt":[95],"spezifischen":[97],"geologischen":[98],"Standortbedingungen":[99],"sowie":[100],"Durchf\u00fchrung":[102],"Auswertung":[104],"sowohl":[105],"In\u2010situ\u2010Scherversuche":[107],"auch":[109],"Triaxialversuche.":[111],"Im":[112],"Ergebnis":[113],"werden":[114],"angemessene":[115],"Werte":[116],"Langzeitscherfestigkeit":[118],"abgeleitet.":[119],"In":[120],"situ\u2010determination":[121],"of":[122,127,130,144,166,174,181,230,256,261,290],"the":[123,131,139,153,164,178,182,196,200,240,254,257,262,269,274,286,291,297,303,311],"effective":[124],"shear":[125,197,221,241,294,314],"strength":[126,155,198,242,315],"landslide\u2010prone":[128],"layers":[129,173,212],"Upper":[132],"Red":[133],"Sandstone.":[134],"The":[135,203,232,278],"paper":[136],"describes":[137],"how":[138],"common":[140],"limit":[141,205],"state":[142,206],"design":[143,165,238],"a":[145,167,235,306],"rock":[146],"slope":[147],"can":[148],"be":[149,251,265],"reliable":[150],"improved":[151],"when":[152],"necessary":[154],"parameter":[156],"values":[157,309],"are":[158,239,300,316],"determined":[159,243],"by":[160],"field":[161,188],"tests.":[162],"For":[163],"down":[168],"cutting":[169],"slide":[171],"prone":[172],"red":[175],"sandstone":[176],"transitional":[179],"zone":[180],"overlying":[183],"shell":[184],"limestone,":[185],"laboratory":[186],"and":[187,273,288,296],"tests":[189,295,299],"were":[190],"implemented":[191],"order":[193],"to":[194,250,268],"determine":[195],"within":[199],"critical":[201],"range.":[202],"typical":[204],"for":[207,234,310],"sliding":[208],"on":[209,227],"predestinated":[210],"weathered":[211],"deliver":[213],"far":[214],"better":[215],"results":[216],"with":[217,224,244],"direct":[218],"situ":[220,293],"tests,":[222],"than":[223],"triaxial":[225,298],"test":[226,246],"undisturbed":[228],"samples":[229],"rock.":[231],"basis":[233],"long":[236,312],"term":[237,313],"both":[245],"types,":[247],"which":[248],"has":[249],"reduced,":[252],"as":[253,259,283,285],"amount":[255],"cohesion":[258],"part":[260],"resistance":[263],"might":[264],"reduced":[266],"due":[267],"reload":[270],"during":[271],"excavation":[272],"progressive":[275],"weathering":[276],"process.":[277],"specific":[279],"geological":[280],"site":[281],"conditions":[282],"well":[284],"implementation":[287],"evaluation":[289],"presented":[301],"paper.":[304],"As":[305],"result,":[307],"appropriate":[308],"proposed.":[317]},"counts_by_year":[{"year":2022,"cited_by_count":1},{"year":2021,"cited_by_count":2},{"year":2018,"cited_by_count":2}],"updated_date":"2026-09-29T14:09:16.559479","created_date":"2016-07-22T00:00:00"}