Stručni rad

IN-SITU SOIL TESTING FOR CONSTRUCTION OF PUMPING STATION OF IRRIGATION SYSTEM VAŠKA-KAPINCI

Marija Đurinek ; Geotehnički fakultet Sveučilišta u Zagrebu, Varaždin, Hrvatska
Krešo Ivandić ; Geotehnički fakultet Sveučilišta u Zagrebu, Varaždin, Hrvatska
Stjepan Strelec ; Geotehnički fakultet Sveučilišta u Zagrebu, Varaždin, Hrvatska

Sažetak

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.

Ključne riječi

Cone Penetration Test; Dynamic Penetration Heavy; cone resistance; friction angle

Hrčak ID:

141043

URI

https://hrcak.srce.hr/141043

Datum izdavanja:

19.6.2015.

Podaci na drugim jezicima: hrvatski

Posjeta: 1.913 *