Pregled bibliografske jedinice broj: 19175
Small strain soil stiffness in foundation settlement prediction
Small strain soil stiffness in foundation settlement prediction // Geotechnical Hazards / Marić, Božica ; Lisac, Zvonimir ; Szavits-Nossan, Antun (ur.).
Rotterdam : Boston (MA) : Taipei: A.A. Balkema Publishers, 1998. str. 763-766 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 19175 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Small strain soil stiffness in foundation settlement prediction
Autori
Szavits-Nossan, Antun ; Kovačević, Meho-Saša ; Mavar, Ramon
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Geotechnical Hazards
/ Marić, Božica ; Lisac, Zvonimir ; Szavits-Nossan, Antun - Rotterdam : Boston (MA) : Taipei : A.A. Balkema Publishers, 1998, 763-766
Skup
XI Danube-European Conference on Soil Mechanics and Geotechnical Engineering
Mjesto i datum
Poreč, Hrvatska, 25.05.1998. - 29.05.1998
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
small strain; settlement; foundation; spectral analysis; surface waves; plate load test; prediction
Sažetak
Overprediction of settlements of foundations on stiff clays based on stress-strain measurements on soil samples in the laboratory is often met in prctice. This was recently attributed to deficiencies of measurements of soil stiffness at small strains in conventional laboratory tests. Shear stiffness of stiff clays, gravels and sands at very small strains is readilly measured by modern geophysical non-destructive field methods. The paper presents a comparison of predicted and measured settlements obtained by series of plate load tests on a well compacted gravely road embankment. Predicitions of settlements were based on shear wave velocity profile measured by the SASW method, and they compared well to the measured values.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
