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Calibration of Rock Cutting Numerical Model Based on Monitoring Data
Sains Malaysiana, 48(10) (2019); 2113-2123. https://doi.org/10.17576/jsm-2019-4810-06
Pavlić, Vedran; Bačić, Mario; Kovačević, Meho Saša

Institucijski repozitorij: Repozitorij Građevinskog fakulteta Sveučilišta u Zagrebu

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Pavlić, V., Bačić, M. i Kovačević, M. S. (2019). Calibration of Rock Cutting Numerical Model Based on Monitoring Data. Sains Malaysiana, 48(10)., 2113-2123. doi: 10.17576/jsm-2019-4810-06

Pavlić, Vedran, et al. "Calibration of Rock Cutting Numerical Model Based on Monitoring Data." Sains Malaysiana, vol. 48(10), 2019, str. 2113-2123. https://doi.org/10.17576/jsm-2019-4810-06

Pavlić, Vedran, Mario Bačić i Meho Saša Kovačević. "Calibration of Rock Cutting Numerical Model Based on Monitoring Data." Sains Malaysiana 48(10) (2019): 2113-2123. https://doi.org/10.17576/jsm-2019-4810-06

Pavlić, V., Bačić, M. i Kovačević, M. S. (2019) 'Calibration of Rock Cutting Numerical Model Based on Monitoring Data', Sains Malaysiana, 48(10), str. 2113-2123. doi: 10.17576/jsm-2019-4810-06

Pavlić V, Bačić M, Kovačević MS. Calibration of Rock Cutting Numerical Model Based on Monitoring Data. Sains Malaysiana [Internet]. 2019. [pristupljeno 27.11.2024.];48(10):2113-2123. doi: 10.17576/jsm-2019-4810-06

V. Pavlić, M. Bačić i M. S. Kovačević, "Calibration of Rock Cutting Numerical Model Based on Monitoring Data", Sains Malaysiana, vol. 48(10), str. 2113-2123, 2019. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:002997. [Citirano: 27.11.2024.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:237:002997
Podaci o radu
Naslov (engleski)Calibration of Rock Cutting Numerical Model Based on Monitoring Data
AutorVedran Pavlić
AutorMario Bačić
AutorMeho Saša Kovačević
Autorova ustanovaSveučilište u Zagrebu
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
Prediction of the deformation increment and the final displacement of the rock cutting is a challenging task. Many ambiguities linked with unpredictable nature or rock mass make it difficult to apply the adequate contingency measures. Implementation of common approach, which includes modelling of discontinuity effects with estimated reduction of rock mass strength and modulus of elasticity, usually does not yield satisfactory results. Therefore, a calibration of FEM based numerical model was made by conducting parametric analysis which feeds upon data obtained from extensive on-site monitoring system. A step forward was made in description of numerical parameters of karst discontinuities through consideration of monitoring results, as well as excavation procedures, position, inclination and length of discontinuities and PDC (project design change).
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaSains Malaysiana
Brojčani podacivol. 48(10), str. 2113-2123
e-ISSN0126-6039
DOIhttps://doi.org/10.17576/jsm-2019-4810-06
URN:NBNurn:nbn:hr:237:002997
Datum objave publikacije2019
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Zaštićeno autorskim pravom.
Datum i vrijeme pohrane2024-09-04 09:13:27