The invention discloses a method for underground
engineering control running sand and grouting
system thereof. The method includes steps of determine running sand geology, redacting
construction plan, providing construction equipment, grouting operational process, and acceptance check qualified measuring . The grouting
system for implementing the method includes a boring
machine, a
slurry stirring implement, a mud injecting pump, a
slurry carrier
pipe, a motor, an exterior tube and a grouting inner
pipe. The invention uses a multiple discharging
solid boring tube setting up grouting method and a grouting
system to change running sand into
solid condition. The method has advantages of better safe reliability and being capable of crossing a running sand layer to realize
open type construction. Compared with the prior technology, the method and apparatus are simple, the
engineering investment is few, cost is low and the operations are convenient and harmless to
human body and surroundings. Testified by experiments, the invention has practice property, and extremely obvious effect of controlling running sand. The invention gropes a novel road for underground
engineering construction, and leads out a novel development direction.