Taiwan Island is situated on the boundary between the Pacific plate and the Asia Continental plate. Geological structures such as faults, weak strata, joints and fractured zones and surge of ground water are frequently encountered in Taiwan island. These geological conditions are quite detrimental for tunnelling construction and generally result in the destruction of concrete lining after tunnelling completion. Many tunnels had been made in the mountain areas of Taiwan for transportation, hydropower and military purposes. The linings of these tunnels are damaged gradually after operating for many years and need to be inspected, refurbished and reinforced. Examples are introduced here to discuss the application of Ground Penetrating Radar and Visual scanning methods in the tunnel inspection for the lining condition and for the distribution of cave behind lining.