The cloth bag
pile construction method comprises the following steps that S1, a circle of positioning ribs are welded to a reinforcement cage every several meters, and a circle of positioning
ferrule is installed on the basis of the welded positioning ribs; s2, geotechnical cloth is adopted for first-layer wrapping from bottom to top, the bottom is fixed to a positioning
ferrule in a winding and wrapping mode, and iron wires are used for binding every designated interval; s3, a PE
plastic film is adopted for second-layer wrapping from bottom to top, and
adhesive tape is used for fixing every specified interval; and S4,
geotextile is adopted for second-layer wrapping from bottom to top, the bottom is fixed to the positioning
ferrule in a winding wrapping mode, iron wires are used for binding every specified interval, the
geotextile is longitudinally connected in a
lap joint mode, longitudinal joints of the
geotextile and longitudinal joints of the first-layer geotextile are staggered, and installation of the
geomembrane bag is completed. According to the construction method, loss of
slurry can be effectively reduced, the
bearing capacity and stability of the cast-in-place
pile are guaranteed, and the construction method can be well applied to construction of the cast-in-place
pile containing the
karst cave or the soil
cave.