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Shallow soft soil foundation solidifying structure and construction method thereof

A technology of soft soil foundation and solidified structure, which is applied in infrastructure engineering, soil protection, construction, etc., can solve the problems of low cost and less process, and achieve the effect of low cost, less process and less material consumption

Inactive Publication Date: 2020-03-17
CHINA COMM CONSTR FIRST HARBOR CONSULTANTS
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] At this stage, a construction that can realize the construction of shallow solidified bodies under shallow water conditions, so as to facilitate the implementation of deep replacement bodies after forming dry land construction conditions, is conducive to speeding up the construction progress and ensuring the quality of deep replacement bodies, and the structure makes full use of the project site The weak soil layer, low material consumption, no soil excavation, less process, and low cost soft soil solidification structure and construction method have not been discovered yet and need to be developed

Method used

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  • Shallow soft soil foundation solidifying structure and construction method thereof

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Embodiment

[0044] The shallow solidified body 1 has a total width of 30m and a thickness of 5m, and the anti-skid wall 2 has a thickness of 10m and a width of 5m.

[0045] The deep replacement body 3 is 20m deep and 20m wide overall. The deep displacement body 3 is a cement mixing pile or a solidified soil mixing pile with a pile diameter of 1m. The cement mixing pile or the solidified soil mixing pile forms an array in an equilateral triangle, the pile spacing is 1.5m, and the cement content is 15%.

[0046] The above-mentioned structure can realize the construction of the shallow solidified body under shallow water conditions, so that the implementation of the deep replacement body can be facilitated after the dry construction conditions are formed. At the same time, the setting of the anti-slip wall 2 can effectively ensure that the shallow solidified body 1 will not slip and shift. , improve the structural quality and the service life of the overall structure.

[0047] The specific ...

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Abstract

The invention discloses a shallow soft soil foundation solidifying structure which includes a shallow solidifying body arranged under a beach shallow raw mud surface, a deep replacement body is arranged at the bottom of the shallow solidifying body, and the edge of the shallow solidifying body is provided with an anti-sliding wall for preventing the shallow solidifying body from sliding. The invention also provides a construction method of the shallow solidifying body, the anti-sliding wall and the deep replacement body in the shallow soft soil foundation solidifying structure. The shallow soft soil foundation solidifying structure and the construction method have the beneficial effects that the process can take materials on site, can make full use of weak mud or mucky soil on site, is lowin cost, environment-friendly and ecological and can be widely used in dams, roads, docks, storage yards, underground continuous walls, cement mixing piles and other fields.

Description

technical field [0001] The invention relates to the fields of water conservancy and water transportation and coastal marine engineering, in particular to a shallow soft soil foundation solidification structure and a construction method thereof. Background technique [0002] Soft soil has the characteristics of high water content, high compressibility, low mechanical strength, etc., especially the silt or muddy soil in a flow-plastic state, which is the soil layer that needs to be treated emphatically in the project. For this kind of soft soil foundation, the commonly used treatment methods include drainage consolidation method, replacement method, pile foundation method and so on. [0003] The drainage consolidation method shortens the drainage path of the foundation soil by setting drainage channels in the soil body, and accelerates the drainage consolidation speed of the soil body by using self-weight or preload to increase the strength of the foundation soil. This method...

Claims

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Application Information

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IPC IPC(8): E02D3/12
CPCE02D3/12E02D3/123
Inventor 黄明俊季则舟赵娟蔡波赵冬梅王玉红李健隋吉林武庆卫刘爽杨艳静池海王立军王洪刚张智山于涛徐金昌
Owner CHINA COMM CONSTR FIRST HARBOR CONSULTANTS
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