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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

Active Publication Date: 2018-02-16
ZHEJIANG INST OF HYDRAULICS & ESTUARY +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

When relying solely on increasing the compactness to enhance the liquefaction resistance of silt and silt soil, there are limitations in improving the liquefaction resistance due to the constraints of soil properties and site construction conditions; when relying on setting vertical and plane drainage bodies to enhance When the anti-liquefaction ability is used, due to the existence of the vertical drainage body, the deformation coordination with the foundation and the filling body cannot be realized, or the horizontal drainage body has problems such as low drainage efficiency and limited influence range

Method used

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  • Deformable silt liquefaction-resistant drainage device and using method thereof
  • Deformable silt liquefaction-resistant drainage device and using method thereof
  • Deformable silt liquefaction-resistant drainage device and using method thereof

Examples

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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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Abstract

The invention relates to a deformable silt liquefaction-resistant drainage device. The device comprises two soft water permeable devices which are buried in a silt layer in parallel, wherein the bottoms of the soft water permeable devices are coated with a geotechnical fabric; a gravel reverse filtering layer and a water pump are arranged inside the two soft water permeable devices; the water pumpis located above the gravel reverse filtering layer; the water pump is connected with a water pumping pipe; and the water pumping pipe extends to the position above the silt layer. According to the deformable silt liquefaction-resistant drainage device and a using method thereof, the consolidation of the soil body can be accelerated; a certain soil pressure can be borne in the radial direction soas to keep a pipe well stable; the device can be vertically deformed to be coordinated with the foundation deformation; and discharging of the super-gap water pressure can be accelerated when the soil body encounters a vibration load, and thus the liquefaction resistance of the silt is improved.

Description

technical field [0001] The invention relates to a deformable silt liquefaction-resistant drainage device and a use method thereof, which can be applied to the treatment of silt foundations and silt liquefaction resistance, and belong to the technical field of civil engineering foundation treatment engineering. Background technique [0002] The traditional anti-silt liquefaction treatment methods include improving soil compactness and setting vertical and plane drainage bodies. For the new filling body of silt and silt soil, the method of increasing the compactness or the plane drainage method composed of vertical and horizontal drainage wells according to a certain vertical interval is generally adopted; for the foundation or filling of silt and silt soil For construction, vertical drainage methods such as gravel piles, compacted sand piles, liquefaction-resistant drainage rigid piles, and drainage wells are used. When relying solely on increasing the compactness to enhance...

Claims

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Application Information

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IPC IPC(8): E02D3/10
CPCE02D3/106Y02W30/30
Inventor 陈式华马庆宏陈秀良王良沈水进方华建韩申秋黄腾
Owner ZHEJIANG INST OF HYDRAULICS & ESTUARY
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