Pregled bibliografske jedinice broj: 443237
Determination of the shallow foundation bearing capacity loaded by uplift forces
Determination of the shallow foundation bearing capacity loaded by uplift forces // Proceedings of the 13th European yuong geotechnical engineers conference
Santorini, Grčka, 1999. (predavanje, nije recenziran, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 443237 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Determination of the shallow foundation bearing capacity loaded by uplift forces
Autori
Ivandić, Krešo
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 13th European yuong geotechnical engineers conference
/ - , 1999
Skup
13th European yuong geotechnical engineers conference
Mjesto i datum
Santorini, Grčka, 22.09.1999. - 26.09.1999
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Nije recenziran
Ključne riječi
Bearing capacity; foundation; tensile forces
Sažetak
Bearing capacity of foundations with tension forces depends not only with their dimensions and the shear strength parametars of the soil but also with the technology of the excavation of the footings. Experiences and measurements on the in situ models had shawn that the largest bearing capacity with the smallest deformations are achieved with the nonvertical excavation. That means that the bottom plan area of the excavation is bigger than the plan area on the ground surface. Analitical procedures for the computations of this type of foundations for the lareyed soil are developed. These procedures are checked with existing models and verifed on a few field models.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
