The invention discloses an underground mould bag
pile supporting method. The method includes the following steps that (1), pore-forming is conducted by using a drilling
machine to form a mold bag hole, an injection
pipe is arranged in the mold bag hole, a grouting outlet hole is formed in the injection
pipe, the injection
pipe is internally provided with a separator, a mold bag is arranged in themiddle rear section of the injection pipe, at least one grouting outlet hole formed in the injection pipe communicates with the mold bag, a draining pipe is arranged between the rear section of the mold bag and the outer wall of the injection pipe, and the front section of the injection pipe includes a segmented mold bag; (2), first grouting equipment is firstly used for injecting first
grout intothe injection pipe to make the mold bag be saturated, then second grouting equipment is used for injecting second
grout into the injection pipe, and the second
grout flows out of the injection pipe from a front grouting outlet hole; and (3), grouting is conducted on the mold bag hole alternately, and grouting is conducted on a mold bag
pile I firstly, and then grouting is conducted on a mold bagpile II after a mold bag I expands fully and achieves certain strength until a mold bag
pile supporting wall structure is formed. The underground mould bag pile supporting method has the advantages ofbeing good in stress condition, capable of stopping water, capable of effectively controlling excavation
subsidence and the like.