There are many reports of various deformations and damages, such as cracks, deformation and flaking of the lining concrete in actual canal tunnel structures, and it is necessary to restore the function through repair and reinforcement.The authors developed an internal reinforcement method using CFRP strand sheets and ceramic mixed epoxy resin mortar for an agricultural canal tunnel lining where bending cracks were observed on the inner surface of the lining.Various elemental tests on the method were conducted, and it was confirmed that the method showed excellent long-term adhesion performance in water, water permeability and wear resistance in the environment of agricultural canal tunnels, which are in contact with water for a long time.In addition, in order to verify the reinforcement effect, two types of full-scale tunnel model specimens, one reinforced by this method and the other reinforced after cracks were generated in the plain concrete lining in advance, were fabricated, and loading tests were conducted on the specimens.As a result, although the initial stiffness was different, the two types of specimens show similar load bearing capacity and deformation performance in the ultimate state.Therefore, the effectiveness of this method as a reinforcement method for agricultural canal tunnels was confirmed.