Professional paper
IN-SITU SOIL TESTING FOR CONSTRUCTION OF PUMPING STATION OF IRRIGATION SYSTEM VAŠKA-KAPINCI
Marija Đurinek
; Faculty of Geotechnical Engineering, University of Zagreb, Varaždin, Croatia
Krešo Ivandić
; Faculty of Geotechnical Engineering, University of Zagreb. Varaždin, Croatia
Stjepan Strelec
; Faculty of Geotechnical Engineering, University of Zagreb. Varaždin, Croatia
Abstract
In this paper, two methods of in-situ soil testing are described: Cone Penetration Test (CPT) and Dynamic Probing Heavy
(DPH). The results of tests carried out at construction site of pumping station of irrigation system Vaška – Kapinci are represented
and compared with borehole data. Comparison of the friction angle derived from correlations with CPT and DPH tests is made and
the correlation between cone resistance qc and number of blows N10H is derived.
Keywords
Cone Penetration Test; Dynamic Penetration Heavy; cone resistance; friction angle
Hrčak ID:
141043
URI
Publication date:
19.6.2015.
Visits: 1.955 *