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UDK: 624.159.4.001.3:552.54
DOI: n/a

Published: Građevinar 58 (2006) 5
Paper type: Subject review
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Ultimate bearing capacity of shallow foundations on rock mass

Predrag Miščević, Danijela Števanić

Abstract

Some methods frequently used for determining an ultimate bearing capacity of shallow foundations on rock mass are described. These methods have been applied for the flysch, which is a thin-layered rock mass whose uniaxial compressive strength is by far lower than that of the concrete normally used in the construction of foundations. The authors present influence elements of the safety factor that serves as basis for determination of allowable load for shallow foundations on rock mass.

Keywords
ultimate bearing capacity, flysch, influence elements, allowable load, rock mass, shallow foundation

HOW TO CITE THIS ARTICLE:

Miščević, P., Števanić, D.: Ultimate bearing capacity of shallow foundations on rock mass, GRAĐEVINAR, 58 (2006) 5

OR:

Miščević, P., Števanić, D. (2006). Ultimate bearing capacity of shallow foundations on rock mass, GRAĐEVINAR, 58 (5)
Authors:
Miscevic Predrag2
Predrag Miščević
University of Split
Faculty of Civil Engineering, Architecture and Geodesy

Danijela Števanić
University of Split,
Faculty of Civil Engineering, Architecture and Geodesy