dc.contributor.author | A. Burak GÖKTEPE;A. Hilmi LAV;SELİM ALTUN;Gökhan ALTINDAŞ | |
dc.date.accessioned | 2020-06-30T10:41:46Z | |
dc.date.available | 2020-06-30T10:41:46Z | |
dc.date.issued | 2008 | |
dc.identifier.citation | 0 | |
dc.identifier.uri | https://app.trdizin.gov.tr/publication/paper/detail/TnpRd05UUTA= | |
dc.identifier.uri | http://hdl.handle.net/20.500.12481/2868 | |
dc.description.abstract | The optimization of cut and fill volumes of a highway infrastructure is crucial for minimizing the total earthwork cost. Borrow material swells after excavation and shrinks when mechanical compaction is applied; in this respect, it may be misleading to calculate cut-fill volumes directly without considering the amount of swelling and/or shrinkage. On the other hand, determination of such factors characterizing shrinkage/swelling behavior is highly ambiguous. The aim of this paper is to present the applicability of a fuzzy rule-based system for choosing swelling/shrinkage factors affecting the precision of earthwork optimization. This approach may assist in any highway alignment procedure to handle cut and fill volumes more accurately. | |
dc.language.iso | eng | |
dc.title | Fuzzy decision support system to determine swell/shrink factor affecting earthwork optimization of highways | |
dc.type | RESEARCH | |
dc.contributor.department | Tanımlanmamış Kurum;İSTANBUL TEKNİK ÜNİVERSİTESİ;EGE ÜNİVERSİTESİ;CELÂL BAYAR ÜNİVERSİTESİ | |
dc.identifier.nameOfPublishedMaterial | Mathematical and Computational Applications | |
dc.identifier.volume | 13 | |
dc.identifier.issue | 1 | |
dc.identifier.startpage | 61 | |
dc.identifier.endpage | 70 | |
dc.identifier.issn/e-issn | 1300-686X;null | |