Experimentální stanovení únosnosti tmelených svorníků

Abstract

The thesis focuses on the bearing capacity of bonded rock bolts and experimental determination of this capacity. Possible ways of failure, which is caused by the load near the rock bolt, especially in the circular ring of the grout and between the rock bolt - the grout and between the grout - the rock, are analysed. The theoretical part includes design of measuring and assessment of strength and deformation characteristics on drawn rock bolts as it simulates the load in the root length of bolt reinforcement. This theory was applied in the laboratory tests and presents the practical part of the thesis. In conclusion, the load - deformation characteristics of bonded rock bolt reinforcement made from chosen material are stated.