Method for treating soft soil foundation through combination of bagged grouting gravel pile and vacuum preloading

A technology of soft soil foundation and gravel piles, applied in soil protection, foundation structure engineering, construction, etc., can solve the problems of low strength and inability to meet the needs of the plug-in machine for walking

Inactive Publication Date: 2016-01-13
HUAZHONG UNIV OF SCI & TECH
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Problems solved by technology

However, because the strength of this type of foundation is too low to meet the needs of construction machinery such as inserti

Method used

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  • Method for treating soft soil foundation through combination of bagged grouting gravel pile and vacuum preloading
  • Method for treating soft soil foundation through combination of bagged grouting gravel pile and vacuum preloading
  • Method for treating soft soil foundation through combination of bagged grouting gravel pile and vacuum preloading

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Embodiment Construction

[0026] The present invention will be further described below in conjunction with accompanying drawings and examples of implementation.

[0027] The invention provides a method for treating soft ground with bagged slurry-solid gravel piles combined with vacuum preloading, such as Figure 1 ~ Figure 3 As shown, it includes four links: shallow vacuum drainage pretreatment, bagged gravel pile construction, deep vacuum preloading and bagged gravel pile grouting.

[0028] The method of treating soft soil foundation with bagged slurry-solid gravel pile combined with vacuum preloading is applied to the treatment of a new dredging soft soil foundation. The specific steps are as follows:

[0029] 1) On the soft soil foundation 1, one layer of woven fabric 3, one layer of geogrid 4 and one layer of non-woven fabric 5 are manually laid in order to form a working cushion, and then shallow vertical plastic drainage boards 6 are artificially inserted, and vertical filter plates are arranged ...

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Abstract

The invention provides a method for treating a soft soil foundation through combination of a bagged grouting gravel pile and vacuum preloading. The method comprises the steps that (1) shallow vacuum drainage pretreatment is conducted on the soft soil foundation to form a construction machinery work platform with a certain strength and bearing capacity; (2) bagged grouting gravel pile construction is carried out through an immersed tube method, and grouting tubes are embedded in the pile; (3) the bagged grouting gravel pile serves as a vertical drainage channel, and the deep soft soil foundation is treated through directly draining type vacuum preloading; and (4) grouting is conducted on the bagged grouting gravel pile through the embedded grouting tubes, the strength of a pile body is improved, and a rigid pile composite foundation is formed. By means of the method for treating the soft soil foundation through combination of the bagged grouting gravel pile and vacuum preloading, the purposes of economy and environmental protection are achieved, construction is easy and convenient, and a sand cushion is omitted; the method is applicable to treatment of a large-area ultra-soft clay foundation with the very high moisture content or a large-area new hydraulic fill mud foundation with the very high moisture content; the reinforcing efficiency is remarkable, the foundation treatment period can be substantially shortened, and the cost of construction is reduced.

Description

technical field [0001] The invention belongs to the technical field of foundation treatment, and relates to a method for treating large-area deep soft soil foundations, in particular to a method for treating soft soil foundations with bagged slurry-solid gravel piles combined with vacuum preloading. Background technique [0002] Vacuum drainage and preloading technology has the advantages of fast loading speed, no need for heaped fillers, and no foundation instability during loading. It has significant advantages and is currently widely used in land reclamation projects in coastal areas. However, because the strength of this type of foundation is too low to meet the needs of construction machinery such as inserting machines, and the depth of artificial inserting is limited, shallow pretreatment is generally required first. [0003] The bagged gravel pile is based on the problem that the strength of the soil around the pile in weak foundations is often not enough to form the...

Claims

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Application Information

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IPC IPC(8): E02D3/10
Inventor 曹文昭郑俊杰张军鱼欢程钰诗
Owner HUAZHONG UNIV OF SCI & TECH
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