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dc.contributor.authorRostami, Jamal
dc.contributor.authorOcak, Ibrahim
dc.contributor.authorSeker, ŞADİ EVREN
dc.date.accessioned2023-10-10T10:46:04Z
dc.date.available2023-10-10T10:46:04Z
dc.identifier.citationOcak I., Seker Ş. E., Rostami J., "Performance prediction of impact hammer using ensemble machine learning techniques", Tunnelling and Underground Space Technology, cilt.80, ss.269-276, 2018
dc.identifier.issn0886-7798
dc.identifier.otherav_0bdc8b70-0a95-4608-a685-09520497e3ab
dc.identifier.othervv_1032021
dc.identifier.urihttp://hdl.handle.net/20.500.12627/189496
dc.identifier.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85050118398&origin=inward
dc.identifier.urihttps://doi.org/10.1016/j.tust.2018.07.030
dc.description.abstractVarious mechanical excavation systems such as roadheaders, tunnel boring machines (TBM), and impact hammers, are commonly used in mining, tunneling, and civil engineering projects. However, in recent years, the application of impact hammers in hard rock excavation has been on the rise, especially in fractured geological formations. Impact hammers offer some advantages over drill and blast systems like selective mining, mobility, less over excavation, minimal ground disturbance, elimination of blast vibration, reduced ventilation requirements, and compared to TBMs, low specific energy and small initial investment cost. Prediction of the net machine production rate in terms of net (instant) breaking rate (NBR) plays an important role in estimation of completion time, schedule and cost of the projects. Performance prediction models has been developed based on field data where Impact hammers were used in tunneling operations. While some models are based on statistical analysis of field data, a fewer subset have been developed using artificial neural network (ANN). In this study, 121 data sets, including machine production rate, uniaxial compressive strength (UCS), rock quality designation (RQD), excavator power (P), and weight of excavator (W) have been compiled and using a CRISP-DM data mining technique along with principal component analysis (PCA), a new model for prediction of the impact hammer performance has been introduced with R2 of over 85%.
dc.language.isoeng
dc.subjectMühendislik
dc.subjectMühendislik, Bilişim ve Teknoloji (ENG)
dc.subjectTemel Bilimler (SCI)
dc.subjectYerbilimleri
dc.subjectİNŞAAT VE YAPI TEKNOLOJİSİ
dc.subjectJEOLOJİ
dc.subjectJeoloji Mühendisliği
dc.subjectİnşaat Mühendisliği
dc.subjectYapı
dc.subjectMühendislik ve Teknoloji
dc.subjectYapı ve inşaat
dc.subjectFizik Bilimleri
dc.subjectGeoteknik Mühendisliği ve Mühendislik Jeolojisi
dc.titlePerformance prediction of impact hammer using ensemble machine learning techniques
dc.typeMakale
dc.relation.journalTunnelling and Underground Space Technology
dc.contributor.department, ,
dc.identifier.volume80
dc.identifier.startpage269
dc.identifier.endpage276
dc.contributor.firstauthorID4255818


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