Pregled bibliografske jedinice broj: 39529
Settlement of a reservoir founded on bored piles
Settlement of a reservoir founded on bored piles // Geotechnical Engineering for Transportation Infrastructure / Barends, F.B.J. ; Lindenberg, J. ; Luger, H.J. ; Quelerij, L. de ; V (ur.).
Rotterdam : Boston (MA) : Taipei: A.A. Balkema Publishers, 1999. str. 1127-1132 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Settlement of a reservoir founded on bored piles
Autori
Marić, Božica ; Szavits-Nossan, Vlasta
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Geotechnical Engineering for Transportation Infrastructure
/ Barends, F.B.J. ; Lindenberg, J. ; Luger, H.J. ; Quelerij, L. de ; V - Rotterdam : Boston (MA) : Taipei : A.A. Balkema Publishers, 1999, 1127-1132
Skup
Twelfth European Conference on Soil Mechanics and Geotechnical Engineering
Mjesto i datum
Amsterdam, Nizozemska, 07.06.1999. - 10.06.1999
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
settlement; soil; bored piles; foundation; reservoir
Sažetak
A reservoir of heavy fuel oil with the capactiy of 60 000 cubic meters was constructed on the soft aluvial foundation soil having unfavorable geotechnical characteristics in the vicinity of a river. The reservoir foundation consists of 321 bored cast in place piles beneath a slab which transfer the loads to the stiff clay layer. The foundation soil settlements were monitored at 16 locations on the slab edge during a hydraulic loading test. Two typical settlement curves are presented in the paper and used to back-calculate the values of the undrained elastic modulus of the stiff clay, which are compared to those obtained from the unconfined compression and oedometer tests. It is shown that these tests greatly underestimate the stiffness of stiff slightly overconsolidated clay at small strains.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo