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A structure and method for treating black cotton soil embankment with anti-seepage geotextile

A technology of anti-seepage geotextiles and black cotton soil, which is applied in roads, roads, buildings, etc., can solve the problems of black cotton soil spoils, adverse effects on the surrounding environment, and increase project cost, so as to reduce spoils and benefit water and soil The effect of maintaining and saving project cost

Active Publication Date: 2017-05-24
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The use of black cotton soil has always been a problem in road construction with black cotton soil. If black cotton soil is not used for embankment filling, a large amount of black cotton soil will be generated. adverse effects

Method used

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  • A structure and method for treating black cotton soil embankment with anti-seepage geotextile
  • A structure and method for treating black cotton soil embankment with anti-seepage geotextile
  • A structure and method for treating black cotton soil embankment with anti-seepage geotextile

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Embodiment Construction

[0036] The present invention will be described in further detail below in conjunction with the accompanying drawings and specific embodiments, so that the advantages of the present invention will become clearer and easier to understand.

[0037] The anti-seepage geotextile provided by the invention provides the structure of the black cotton soil embankment. The embankment structure sequentially includes the bottom layer of the geocell gravel embankment, the black cotton soil filling layer and the non-swellable clay top seal layer from top to bottom. Among them, the black cotton soil filling layer is wrapped with anti-seepage geotextile and an anti-seepage layer is set between layers.

[0038] In the bottom layer of the gravel soil embankment of the geocell, the material requirements of the geocell are:

[0039] Polypropylene geocell;

[0040]

[0041] The method for treating black cotton soil embankment with anti-seepage geotextile includes the following steps:

[0042] (...

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Abstract

The invention provides a structure and a method for processing a black cotton soil embankment with impervious geotextiles. The embankment structure comprises a geogrid gravelly soil base course, impervious geotextile edging and interlayer seepage-proofing layers, a black cotton soil fill stratum and a non-expansive clay top seal layer. The method comprises the following steps: (1) clearing a foundation; (2) setting out; (3) paving three layers of geogrid gravelly soil with the total thickness being 50cm; (4) spreading the impervious geotextiles on two sides of the road foundation, lapping the impervious geotextiles with filled soil by 250cm, turning up the impervious geotextiles on the slope of the road foundation, lapping the impervious geotextiles on the two sides in the middle of an embankment by 100cm after turning up, and bonding by using emulsified asphalt, wherein the lapping width of the adjacent impervious geotextiles is100cm and the impervious geotextiles are bonded by virtue of the emulsified asphalt; (5) spreading the soil and carrying out rolling construction; and (6) filling and rolling the top seal layer. The structure and the method disclosed by the invention are conducive to the stabilization of the embankment and are capable of preventing the embankment from deformation.

Description

technical field [0001] The invention relates to a reinforcement technology for treating black cotton soil embankment by using geocell gravel soil embankment bottom layer and anti-seepage geotextile. Background technique [0002] Black cotton soil is a kind of special cohesive soil. It is a geological body with many cracks and significant expansion and contraction formed in the natural geological process. The clay composition is mainly composed of strongly hydrophilic minerals montmorillonite and illite. Black cotton soil has different engineering properties from normal consolidated clay, such as super-consolidation, cracks, swelling when exposed to water, shrinkage and cracking due to dehydration, and repeated deformation. Cracks are randomly distributed in the soil, which will cause deformation and damage to buildings. The effects are often potentially dangerous in the long term. The use of black cotton soil has always been a problem in road construction with black cotton ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01C3/04
CPCE01C3/003E01C3/04E01C3/06
Inventor 黄晓明李昶程永振
Owner SOUTHEAST UNIV
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