The invention discloses a preparation method of composite geotechnical cloth, belongs to the technical field of geotechnical material
processing, and solves the problems of insufficient interlayer
bonding strength, poor
permeation stability and incapability of adapting to regional differentiation mechanical requirements in the traditional process. According to the method, two
layers of
synthetic fiber geotextile and a layer of
polymer geomembrane are selected, and a gradient needling
machine is adopted to implement a double-
station gradient needling process, specifically, thick needle needling pre-reinforcement is synchronously conducted on the upper side and the lower side till the
membrane thickness is 50-60% of the depth, then fine needle needling finishing is conducted till the
membrane thickness is 70-80% of the depth, the needling density is preset to be 20-70 needles / cm according to different stress areas of a membrane material, and the needling density is 20-70 needles / cm according to different stress areas of the membrane material; in the process, data of needling depth, needling density and membrane material tension are collected in real time through a
dynamic monitoring system, parameters are automatically adjusted, and finally a stable structure is formed through
heat setting treatment at 120-140 DEG C for 8-12 minutes. The composite
geotextile prepared by the method has a high-strength bonding interface and excellent anti-seepage performance, and is suitable for the
engineering fields of water conservancy project anti-seepage, road base reinforcement, refuse landfill isolation and the like.