The invention discloses a
frost heaving damage resistance checking method for a trapezoidal concrete channel during low
water level operation in winter. The portion, above the water surface profile in the channel and frozen together with foundation soil, of a concrete side slope plate is regarded as restraint of the portion, below the water surface profile in the channel, of the concrete side slope plate, and the portion, below the water surface profile in the channel, of the concrete side slope plate is regarded as a
cantilever structure under
water pressure, self-weight and the restraint function of a bottom plate; the bottom plate is regarded as a stressed component under the
water pressure and self-weight, the two ends of the bottom plate are restrained by the concrete side slope plate, and the bottom plate is horizontally placed on the foundation soil; the concrete side slope plate and the bottom plate are compared with concrete axial tension strength according to tensile stress generated by the tension bending combination action and tensile stress generated by the pressure bending combination action, and in this way, whether the concrete side slope plate and the bottom plate can
resist the
frost heaving damage function of the foundation soil of the channel or not is judged. By the adoption of the
frost heaving damage resistance checking method to perform
frost heaving damage resistance design on a lining layer of the concrete channel under a low
water level condition, it can be ensured that the concrete channel has sufficient
frost heaving damage resistance, and safe and reliable operation of the concrete channel is guaranteed.