Pregled bibliografske jedinice broj: 25435
Underground exploitation of dimension stone in the region of Istrian peninsula
Underground exploitation of dimension stone in the region of Istrian peninsula // Proceedings of the XIth danube-european conference on soil mechanics and geotechnical engineering - Poreč, Croatia, 25-29 May 1998 / Marić, Božica ; Lisac, Zvonimir ; Szavits-Nossan, Antun (ur.).
Rotterdam : Boston (MA) : Taipei: A.A. Balkema Publishers, 1998. str. 711-715 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Underground exploitation of dimension stone in the region of Istrian peninsula
Autori
Kovačević Zelić, Biljana ; Vujec, Slavko
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the XIth danube-european conference on soil mechanics and geotechnical engineering - Poreč, Croatia, 25-29 May 1998
/ Marić, Božica ; Lisac, Zvonimir ; Szavits-Nossan, Antun - Rotterdam : Boston (MA) : Taipei : A.A. Balkema Publishers, 1998, 711-715
Skup
XIth danube-european conference on soil mechanics and geotechnical engineering - Poreč, Croatia, 25-29 May 1998
Mjesto i datum
Poreč, Hrvatska, 25.05.1998. - 29.05.1998
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
underground exploitation; dimension stone; room and pillar method; numerical analyses
Sažetak
Throughout Croatia one can find a lot of buildings which testify a long tradition of a stone application in civil engineering and architecture. Dimension stone was extracted mostly by surface and only rarely by underground methods. Lately, underground methods have been used more frequently in the world, because of environmental, organisational and economical reasons. In the Kanfanar quarry in the region of Istrian peninsula an existing active surface exploitation had to be transferred underground because of economical and environmental constrains. Regular room and pillar method was chosen for the trial underground exploitation. In the paper the conventional pillar design procedure is presented and compared to the numerical results made by the usage of finite difference code FLAC. It was concluded that in a complex geological environment, numerical analyses can better describe the behaviour of a rock mass. Therefore the parameters for the trial underground exploitation were chosen according to the numerical results.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo