ENGINEERING GEOLOGICAL AND STRUCTURAL GEOLOGICAL CHARACTERISTICS USED TO PROVE THE STABILITY OF HIGH CUTS IN COMPACT ROCKS ON THE ROAD MC-11, SOLIN-KLIS

Abstract

The paper deals with the engineering geological characteristics of the rock massif in charge to compute and provide the stability of high cuts in solid fractured rocks. The data for the structural geological processing have been obtained by measuring and analyzing the system of fissures. In addition to the supposed and simulated straight fracture the maximum slope of the high cut has been determined considering additional forces which were introduced into the rock mass (the paper is published in Croatian).

Keywords

• Engineering geology
• Solid rocks
• High cuts
• Slope stability