Deformable silt liquefaction-resistant drainage device and using method thereof
A drainage device and silt technology, applied in soil protection, construction, infrastructure engineering, etc., can solve the problems of low drainage efficiency of horizontal drainage body, limited influence range, inability to realize the coordination of deformation of foundation and filling body, etc. Effects of improving soil liquefaction resistance, accelerating soil consolidation and improving silt liquefaction resistance
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Embodiment 1
[0034] Such as figure 1 As shown, the deformable anti-silt liquefaction drainage device of the present invention includes two soft permeable devices 2 buried in parallel in the silt layer 8, and the bottom of the soft permeable device 2 is covered with a geotextile 1. According to the geological conditions, geotextile 1 suitable for engineering use is selected to block the bottom of soft permeable device 2 to prevent fine particles from flowing with water, causing soft permeable device 2 to clog and fail and the bottom of the pipe to be hollowed out. Geotextile 1 and The soft permeable device 2 is overlapped, and the length of the overlap is 30-50cm. The interior of the two soft permeable devices 2 is provided with a gravel reverse filter layer 9 and a water pump 4, the gravel reverse filter layer 9 is located above the water pump 4, the water pump 4 is connected with a suction pipe 3, and the top of the soft permeable device 2 is provided with The prefabricated cover plate 5...
Embodiment 2
[0037] Such as figure 2 As shown, in this embodiment 2, a prefabricated wedge 6 is provided below the geotextile 1, and the geotextile 1 has three layers, and the distance h between each layer of geotextile 1 is 80-100 cm.
[0038] Other structures and connections in Embodiment 2 are the same as those in Embodiment 1, and will not be repeated here.
[0039] Device installation and use:
[0040] For the existing silt foundation, the spacing and quantity of the permeable pipes shall be determined according to the geological conditions. After determining the location, mechanically excavate drainage wells with corresponding apertures, and place the soft permeable device 2 while excavating. The soft permeable device 2 has certain elasticity, and one section of permeable pipe can be inserted into another section of pipe, and the adjacent steel wires can be bound and fixed with binding wires. After being installed to the predetermined elevation, the bottom of the pipe shall be se...
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