Monitoring of the Geotechnical State of the Array During the Reconstruction of the Roki Tunnel

Abstract Transport tunnels and other underground structures require special attention in all stages of design. Most of these facilities, in accordance with Russian and international standards, are related to structures of a high level of responsibility. Underground work has always been one of the greatest challenges for the engineers and builders nowadays. Staff and students of the Rostov state civil engineering university accumulated experience in inspection of technical conditions of transport tunnel construction and the surrounding rock using different methods [1] , [2] during the operation and reconstruction of tunnel complexes; Modeling Collaboration rock and the tunnel lining [3] , [4] , as well as the study of the problems and investigation of the causes of accidents caused by the inaccuracy of the information on the geological structure and the geomechanical condition of rock mass [5] , [6] .