Skip to the main content

Environmental Engineering - Inženjerstvo okoliša, Vol. 2 No. 1, 2015.

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

Full text: croatian pdf 3.370 Kb

page 37-44

downloads: 1.161

cite

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

https://hrcak.srce.hr/141043

Publication date:

19.6.2015.

Article data in other languages: croatian

Visits: 2.621 *