The invention relates to a compound reinforcing method capable of rapidly falling-
silt, promoting-seepage, prepressing, reinforcing and blow filling
soft clay. The method comprises the following steps: mixing water and soil
separating agent and sucking
silt mud, introducing the mud mixed with the water and soil
separating agent into a
cofferdam for
silt falling, appearing obvious and rapid
solid-liquid separation of the mud in the
cofferdam, and overflowing and discharging or recycling the separated
tail water containing extremely few of
solid matters from the far end of the
cofferdam; after filling, silt falling and discharging, respectively inserting a plastic drainage plate, laying a plastic drainage
pipe,
geotextile and a
plastic film on the
surface layer of the silt, utilizing a
vacuum pump to suck to form negative pressure at the lower part of the
plastic film, discharging water in silt body on the
surface layer by means of
atmosphere pressure to lead the
bearing capacity of siltbody on the
surface layer to be improved rapidly, establishing an operation platform for follow-up soft base treatment, such as vacuum preloading,
pile deep stirring, electroosmosis and plate body stabilizing and other technologies, thus realizing the filling-silt overall soft foundation consolidation treatment purpose in the cofferdam. The technology of the invention reduces the construction time of filling soft soil foundation to half and the cost to a half, is popularized and applied, and has extremely economic and
social benefits.