The application provides a flexible
drainage ditch construction method, comprising the following steps: S1, designing the
drainage ditch trend and size according to the gas collection shaft distribution in the landfill; S2, excavating the trench foundation pit of the
drainage ditch by the
excavator, and filling the broken stones in the excavated trench foundation pit; S3, excavating the foundation pit by using the shaped
excavator, and shaping the broken stones into the trench shape; S4,
processing the geocell according to the trench section shape, and laying the geocell in the trench; S5, filling the plain concrete in the geocell and
smoothing; S6, laying the
geotextile on the upper surface of the plain concrete before the plain concrete solidifies, and then pouring the plain concrete again and curing the plain concrete. The broken stones are filled in the foundation pit, the settlement stress of the landfill is resisted by the broken stones, the drainage
ditch is prevented from being damaged, the drainage
ditch can bear a certain deformation tensile stress through the geocell, the overall stability of the drainage
ditch structure is maintained when the settlement occurs, and the anti-seepage performance of the landfill can be further improved.