The invention belongs to the technical field of anti-seepage curtains of red-
bed landfills, and discloses an
optimal design method for a vertical anti-seepage curtain of an irregular landfill in a red-
bed region, which adopts a drilling, geological
radar and X-
ray diffraction combined technology in the exploration and
data acquisition stage to clearly distinguish hydrophilic
expansive mudstone and high-permeability sandstone, and the
optimal design method for the vertical anti-seepage curtain of the irregular landfill in the red-
bed region is provided for the vertical anti-seepage curtain of the irregular landfill in the red-bed region. A space
coupling model of the
pile body and the red rock stratum is established by means of three-dimensional
laser scanning, and the lithologic boundary of the dual seepage
system is defined; in the model construction stage,
parameter distribution is analyzed through a Markov random field model, regular updating is conducted in combination with a
Kalman filtering algorithm, and dynamic changes such as sandstone fracture expansion caused by
pile settlement can be adapted; a modified
bentonite and nanoscale
montmorillonite composite material is used in a sandstone area, construction is conducted through a high-pressure jet grouting technology, the
permeability coefficient is set to be that the
insertion depth extends to the complete bed rock by 2-2.5 m, and the problem of local leakage caused by the fact that the seepage-proofing design is not matched with the actual conditions of a red layer is solved.