Pile-supported soft soil roadbed reinforcing structure and reinforcing method

A soft soil roadbed and reinforcement structure technology, applied in infrastructure engineering, roads, roads, etc., can solve the problems of huge building material resources, uneven settlement, and environmental pollution occupying land resources, so as to save land resources and control settlement differences , to avoid the effect of secondary pollution

Pending Publication Date: 2022-05-17
SINOHYDRO BUREAU 7 CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to provide a pile-supported soft soil roadbed reinforcement structure and reinforcement method. Based on the concept of local materials and waste treatment, the sludge environmental protection solidification technology is introduced, and the soil between the shallow piles is solidified in situ, and the cement mixing pile group As a pile bearing structure, three-dimensional geocell instead of two-dimensional geogrid, silt solidified soil as a reinforced cushion filling material and roadbed filler, etc., the structural design is reasonable, economical, environmentally friendly and energy-saving, and can improve the friction force of the reinforcement-soil interface, Control uneven settlement, prevent lateral deformation, and to a certain extent solve the huge amount of building material resources required for traffic engineering construction, as well as environmental pollution and land occupation caused by dredging silt.

Method used

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  • Pile-supported soft soil roadbed reinforcing structure and reinforcing method
  • Pile-supported soft soil roadbed reinforcing structure and reinforcing method
  • Pile-supported soft soil roadbed reinforcing structure and reinforcing method

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Embodiment approach

[0063] As a preferred embodiment, the three-dimensional geocell reinforced cushion 2 includes:

[0064] Three-dimensional geocell 21;

[0065] And the filling layer 22 filled in the three-dimensional geocell: comprising a potassium magnesium phosphate cement solidified mud layer filled in the lower layer of the three-dimensional geocell, and a gravel cushion layer filled in the upper layer of the three-dimensional geocell.

[0066] The lower layer of the three-dimensional geocell in the present invention is filled with potassium magnesium phosphate cement to solidify the silt, and the upper layer is filled with crushed stones to bear and transfer the upper load, and provide a construction platform, water storage space and drainage channels.

[0067] The reinforced material of the present invention adopts three-dimensional geocells 21 of HDPE or polypropylene (PP), and the sheet height is 20 cm. The meshes of the geocells are honeycomb-shaped, and the mesh size is 30-40 mm.

...

Embodiment 1

[0088] A pile-supported soft soil subgrade reinforcement structure and reinforcement method of the present application will be described in detail below in conjunction with the accompanying drawings. Embodiment 1. A pile-supported soft soil subgrade reinforcement structure and its preparation method

[0089] One, a pile-supported soft soil subgrade reinforcement structure, such as figure 1 shown, including:

[0090] The embankment layer 1 filled with solidified silt comprises a solidified silt filled embankment 12 and a bed surface 11 positioned on the solidified silted filled embankment; bed surface layer 11; the solidified silt filling roadbed 12 is formed by filling in layers;

[0091] The three-dimensional geocell reinforced cushion 2 is formed by filling the three-dimensional geocell with the solidified silt of potassium magnesium phosphate cement, including: the three-dimensional geocell 21; and the filling layer 22 filled in the three-dimensional geocell: including fi...

Embodiment 2

[0122] In the embodiment of the present invention, the soil solidifying agent comprises in terms of mass fraction: potassium magnesium phosphate cement 90%, fly ash 5% and silica fume 5%, and the mixing amount of the soil stabilizing agent in the in-situ solidification Be 5wt%; Other structures and steps are all the same as embodiment 1.

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Abstract

The invention discloses a pile-supported soft soil roadbed reinforcing structure and a reinforcing method. The pile-supported soft soil roadbed reinforcing structure comprises a solidified sludge filling embankment layer, a pile-supported soft soil roadbed reinforcing layer, a pile-supported soft soil roadbed reinforcing layer and a pile-supported soft soil roadbed reinforcing layer which are sequentially arranged from top to bottom, the three-dimensional geocell reinforced cushion layer is formed by filling a three-dimensional geocell with potassium magnesium phosphate cement solidified sludge; the shallow soft soil solidification layer is formed by in-situ stirring and solidification of soft soil through a soil solidifying agent; a pile bearing structure of a cement mixing pile group; and a bearing layer; the upper end of the pile bearing structure of the cement mixing pile group extends into the shallow soft soil solidification layer, and the lower end of the pile bearing structure of the cement mixing pile group extends into the bearing layer. On the basis of the concept of using local materials and treating waste with waste, an environment-friendly sludge curing technology is introduced, and in-situ curing of soil between shallow piles is conducted, a cement mixing pile group serves as a pile bearing structure, a three-dimensional geocell replaces a two-dimensional geogrid, and sludge solidified soil serves as a reinforced cushion layer filling material and roadbed filler; the method has the outstanding advantages of improving the rib-soil interface friction force, controlling differential settlement, preventing lateral deformation and the like.

Description

technical field [0001] The invention relates to the technical field of foundation treatment, in particular to a pile-supported soft soil subgrade reinforcement structure and a reinforcement method. Background technique [0002] With the rapid development of my country's economy and society, highways and railways have been vigorously developed as public infrastructure and have entered a period of rapid development. However, the construction of infrastructure such as highways and railways needs to pass through weak soil layers such as silt, muddy soil, plain fill, silt, loess, and peat soil, so it often faces insufficient foundation bearing capacity, settlement or uneven settlement. Too large, too large lateral deformation, overall or local instability and other problems. The pile-supported reinforced embankment has the characteristics of short construction period, no need for equal-load preloading after filling, and good treatment effect. In recent years, it has been widely ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C3/00E01C3/04E02D3/12E02D3/00
CPCE01C3/00E01C3/04E02D3/126E02D3/005
Inventor 任明吉王东星蒲隆进李时臻朱加业
Owner SINOHYDRO BUREAU 7 CO LTD
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