Extent of geotechnical testing for pile excavation in port of Dubrovnik (CROSBI ID 557994)
Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Bandić, Matija ; Galjan, Branimir ; Barbalić, Ivo ; Štambuk Cvitanović, Nataša ; Vrkljan, Ivan
engleski
Extent of geotechnical testing for pile excavation in port of Dubrovnik
After noticing poor rock penetration performance during pile excavation works, contractor induced additional site investigation to support his claim on higher rock strength than previously inspected. Results of 115 point load tests and 97 uniaxial tests were fitted to Weibull and Gamma probability density functions. One-sided confidence interval with confidence level of 95% (CI95) for strength value which is higher than 95% of population (i.e. 95% percentile) was obtained with "Likelihood Ratio Confidence Bounds" method. Suggestion on number of specimens is given for percentile interval estimation in future geotechnical investi-gation works
rock ; distribution fuctions
nije evidentirano
nije evidentirano
nije evidentirano
nije evidentirano
nije evidentirano
nije evidentirano
Podaci o prilogu
227-232.
2010.
objavljeno
Podaci o matičnoj publikaciji
Rock Engineering in Difficult Ground Conditions - Soft Rocks and Karst - Proceedings of the Regional Symposium of the International Society for Rock Mechanics, EUROCK 2009
Vrkljan, Ivan
Amsterdam: A.A. Balkema Publishers
978-0-415-80481-3
Podaci o skupu
Nepoznat skup
poster
29.02.1904-29.02.2096