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Article: Stability of rock slope and fuzzy comprehensive evaluation method

TitleStability of rock slope and fuzzy comprehensive evaluation method
Authors
Issue Date1999
Citation
Chinese Journal of Rock Mechanics and Engineering, 1999, v. 18 n. 2, p. 170-175 How to Cite?
AbstractIn order to get more practical uncertain results, according to different stability states, common slopes are devided into five kinds. Every kind of slopes is assigned a value of certain classified standard. A fuzzy assemblage analysis model is obtained based on the relationship of fuzzy equivalency. Because there are many influence factors for the stability of rock slope, the two-stage comprehensive evaluation model and different distribution of index values are adopted. Combined with practical examples, it may be seen that the results of analysis can more fully represent the assessment of the degree of slope stability, and are in good coincidence with the field observation values.
Persistent Identifierhttp://hdl.handle.net/10722/150117
ISSN
2015 SCImago Journal Rankings: 1.073

 

DC FieldValueLanguage
dc.contributor.authorLiu, Den_US
dc.contributor.authorTham, LGen_US
dc.contributor.authorLee, PKKen_US
dc.contributor.authorTsui, Yen_US
dc.contributor.authorWang, Yen_US
dc.date.accessioned2012-06-26T06:01:40Z-
dc.date.available2012-06-26T06:01:40Z-
dc.date.issued1999en_US
dc.identifier.citationChinese Journal of Rock Mechanics and Engineering, 1999, v. 18 n. 2, p. 170-175en_US
dc.identifier.issn1000-6915en_US
dc.identifier.urihttp://hdl.handle.net/10722/150117-
dc.description.abstractIn order to get more practical uncertain results, according to different stability states, common slopes are devided into five kinds. Every kind of slopes is assigned a value of certain classified standard. A fuzzy assemblage analysis model is obtained based on the relationship of fuzzy equivalency. Because there are many influence factors for the stability of rock slope, the two-stage comprehensive evaluation model and different distribution of index values are adopted. Combined with practical examples, it may be seen that the results of analysis can more fully represent the assessment of the degree of slope stability, and are in good coincidence with the field observation values.en_US
dc.languagechien_US
dc.relation.ispartofChinese Journal of Rock Mechanics and Engineeringen_US
dc.relation.ispartof巖石力學與工程學報 (Yanshilixue Yu Gongcheng Xuebao)-
dc.titleStability of rock slope and fuzzy comprehensive evaluation methoden_US
dc.typeArticleen_US
dc.identifier.emailTham, LG:hrectlg@hkucc.hku.hken_US
dc.identifier.emailLee, PKK:hreclkk@hkucc.hku.hken_US
dc.identifier.authorityTham, LG=rp00176en_US
dc.identifier.authorityLee, PKK=rp00141en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0032659595en_US
dc.identifier.hkuros48549-
dc.identifier.volume18en_US
dc.identifier.issue2en_US
dc.identifier.spage170en_US
dc.identifier.epage175en_US
dc.publisher.placeChinaen_US
dc.identifier.scopusauthoridLiu, Duanling=7410096387en_US
dc.identifier.scopusauthoridTham, LG=7006213628en_US
dc.identifier.scopusauthoridLee, PKK=24522826500en_US
dc.identifier.scopusauthoridTsui, Y=7006760586en_US
dc.identifier.scopusauthoridWang, Yuanhan=9737738500en_US

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