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Pregled bibliografske jedinice broj: 129676

WATER TUNNEL'S DAMAGES AND REPAIR UNDER COMPLEX SEISMO-TECTONIC CONDITIONS AT THE "RAMA" POWER PLANT


Ivanković, Tomislav; Sigmund, Vladimir
WATER TUNNEL'S DAMAGES AND REPAIR UNDER COMPLEX SEISMO-TECTONIC CONDITIONS AT THE "RAMA" POWER PLANT // FIB-Symposium: Concrete Structures in Seismic Regions
Atena: Technical Chamber of Greece, 2003. str. 402-403 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


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Naslov
WATER TUNNEL'S DAMAGES AND REPAIR UNDER COMPLEX SEISMO-TECTONIC CONDITIONS AT THE "RAMA" POWER PLANT

Autori
Ivanković, Tomislav ; Sigmund, Vladimir

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
FIB-Symposium: Concrete Structures in Seismic Regions / - Atena : Technical Chamber of Greece, 2003, 402-403

Skup
FIB-Symposium: Concrete Structures in Seismic Regions

Mjesto i datum
Atena, Grčka, 06.05.2003. - 08.05.2003

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
reinforced concrete tunnel lining; damage of the lining; tectonic complex; throw; grouting; fissures; elastic sealant.

Sažetak
The water supply system of Hydroelectrical power plant "Rama" has been built in geologically heterogeneous rocks with considerable seismic activity. Recent earthquakes and tectonic activity, expressed by measurable movements of the rock, caused appearance of damages on the concrete lining along the directions of active fault zones. Additionally, the water that leaked under pressure from the tunnel caused rock deterioration. Coincidence of places of big damages on concrete lining and places of active seismic faults and fissures of R-1 type clearly indicated their correlation. Consolidation of the rock performed by prestressed, consolidation and contact grouting gave better results when: -Better penetration of grout mixture was enabled ; grout pressures increased and grouting depth increased. -Sealing of the fissures in the concrete lining needed to be performed in the same way and with materials adapted to the dynamic processes and movements of the rock. In order to achieve long-lasting effects of re-profiling the concrete lining with micro reinforced mortar and additional reinforcement, it would be needed to previously make a repair of fissures that enable expected movements.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekti:
0149165
0149260

Ustanove:
Građevinski i arhitektonski fakultet Osijek

Profili:

Avatar Url Tomislav Ivanković (autor)

Avatar Url Vladimir Sigmund (autor)


Citiraj ovu publikaciju:

Ivanković, Tomislav; Sigmund, Vladimir
WATER TUNNEL'S DAMAGES AND REPAIR UNDER COMPLEX SEISMO-TECTONIC CONDITIONS AT THE "RAMA" POWER PLANT // FIB-Symposium: Concrete Structures in Seismic Regions
Atena: Technical Chamber of Greece, 2003. str. 402-403 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
Ivanković, T. & Sigmund, V. (2003) WATER TUNNEL'S DAMAGES AND REPAIR UNDER COMPLEX SEISMO-TECTONIC CONDITIONS AT THE "RAMA" POWER PLANT. U: FIB-Symposium: Concrete Structures in Seismic Regions.
@article{article, author = {Ivankovi\'{c}, Tomislav and Sigmund, Vladimir}, year = {2003}, pages = {402-403}, keywords = {reinforced concrete tunnel lining, damage of the lining, tectonic complex, throw, grouting, fissures, elastic sealant.}, title = {WATER TUNNEL and \#39;S DAMAGES AND REPAIR UNDER COMPLEX SEISMO-TECTONIC CONDITIONS AT THE and \#34;RAMA and \#34; POWER PLANT}, keyword = {reinforced concrete tunnel lining, damage of the lining, tectonic complex, throw, grouting, fissures, elastic sealant.}, publisher = {Technical Chamber of Greece}, publisherplace = {Atena, Gr\v{c}ka} }
@article{article, author = {Ivankovi\'{c}, Tomislav and Sigmund, Vladimir}, year = {2003}, pages = {402-403}, keywords = {reinforced concrete tunnel lining, damage of the lining, tectonic complex, throw, grouting, fissures, elastic sealant.}, title = {WATER TUNNEL and \#39;S DAMAGES AND REPAIR UNDER COMPLEX SEISMO-TECTONIC CONDITIONS AT THE and \#34;RAMA and \#34; POWER PLANT}, keyword = {reinforced concrete tunnel lining, damage of the lining, tectonic complex, throw, grouting, fissures, elastic sealant.}, publisher = {Technical Chamber of Greece}, publisherplace = {Atena, Gr\v{c}ka} }




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