The invention relates to a soft soil foundation CFG
pile construction method, and belongs to the technical field of soft soil foundation treatment. In order to solve the technical problems that the quality of a
pile body is difficult to control and the
pile forming efficiency is low in the soft soil foundation construction, the method is characterized by comprising the following steps: firstly, flattening and compacting
a site, measuring and
lofting to mark a pile position, and building a ground pumping
system comprising a concrete
truck pump and a high-pressure pipeline; then the long spiral drilling
machine is moved to the pile position, drilling is conducted according to the initial speed, the motor current is monitored to range from 150 A to 180 A, and after it is judged that the long spiral drilling
machine enters the hard soil layer, the speed is adjusted to range from 0.4 m / min to 0.9 m / min, and drilling is conducted to the designed pile depth; then the CFG mixture is pumped and poured, when it is monitored that the pumping pressure reaches 0.5-0.9 MPa, the
drill rod is lifted at the initial speed, and the pumping displacement and the lifting speed are adjusted in real time according to the pressure of an outlet in the bottom of the
drill rod; and finally, pouring to the pile top elevation, covering with wet linen, and watering for maintenance. The method is mainly used for CFG pile construction of the soft soil foundation, and the pile forming quality and efficiency can be improved.