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Peat soil soft soil roadbed strength improving method

A technology of soft soil roadbed and peat soil, which is applied to roads, roads, buildings, etc., to achieve the effects of low cost, enhanced strength, and time and cost savings

Inactive Publication Date: 2019-09-27
CHINA MCC20 GRP CORP
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] In view of this, the present invention proposes a method for improving the strength of peat soil soft soil roadbed, aiming at solving the problem of enhancing the strength of peat soil soft soil roadbed and improving the stability of roadbed

Method used

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  • Peat soil soft soil roadbed strength improving method

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Embodiment Construction

[0026] Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. Although exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited by the embodiments set forth herein. Rather, these embodiments are provided for more thorough understanding of the present disclosure and to fully convey the scope of the present disclosure to those skilled in the art. It should be noted that, in the case of no conflict, the embodiments of the present invention and the features in the embodiments can be combined with each other. The present invention will be described in detail below with reference to the accompanying drawings and examples.

[0027] refer to figure 1 As shown, this implementation provides a method for improving the strength of peat soil soft soil subgrade, including the following ...

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Abstract

The invention provides a peat soil soft soil roadbed strength improving method. The peat soil soft soil roadbed strength improving method comprises the steps that a tree is cut on the spot, and segmented cutting is conducted; cut and machined trunk sections are transported to a storage yard in a unified manner, and centralized stacking and storage are conducted; peat soil soft foundation surface sundries are removed, and leveling is conducted on the peat soil soft foundation surface; the trunk sections are evenly laid on the surface of the peat soil soft foundation, and a trunk strengthening layer is formed; a gravel cushion layer is laid on the trunk strengthening layer; a geotechnical cloth isolation layer is arranged above the gravel cushion layer; and filling of a roadbed first layer is conducted, and a vibration road roller is adopted for compaction, and stability checking calculation is conducted. The wood taken on the spot has the characteristic of good rigidity, the problems that geotextile is free of rigidity, and sedimentation cannot be reduced are solved, the geotextile and the wood property can be complemented, the purposes of strength improving and sedimentation reducing are achieved, the wood is taken on the spot, and cost is low. Meanwhile, the method can replace an existing common treatment method, and the time cost and the construction cost are saved.

Description

technical field [0001] The invention relates to the technical field of soft soil roadbed construction, in particular to a method for improving the strength of peat soil soft soil roadbed. Background technique [0002] At present, peat soil is a type of soft soil, and its origin determines that this type of soil is generally distributed in areas with relatively dense vegetation such as coastal areas, lagoons, and drowned valleys, and has high moisture content, high compressibility, low strength, and high thixotropy. , high sensitivity and other remarkable features, often have problems such as insufficient bearing capacity and large deformation, which are extremely unfavorable to the construction of infrastructure such as roads, railways, ports, dams, and municipal facilities. Therefore, before infrastructure construction in peat soil areas, corresponding soft foundation treatment is generally required. At present, the main treatment methods are overload preloading, gravel pi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C3/04
CPCE01C3/04
Inventor 王洋马国志张奇丁明鹤穆雪亮
Owner CHINA MCC20 GRP CORP
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