'Faculty of Geotechnical Engineering, University of Zagreb'
Abstract
U radu se opisuju dvije metode in-situ ispitivanja tla: statički penetracijski pokus (CPT) i ispitivanje teškom udarnom sondom
(DPH). Prikazani su rezultati ispitivanja tla na mjestu izgradnje crpne stanice sustava navodnjavanja Vaška-Kapinci koji su uspoređeni
s rezultatima dobivenim istražnim bušenjem. Provedena je usporedba kuta unutarnjeg trenja dobivenog iz korelacija sa CPT i
DPH ispitivanjem te je izvedena korelacija između otpora na šiljku qc i broja udaraca N10H.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
