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A treatment method for expressway subgrade in permafrost regions

A processing method and highway technology, applied in the fields of geotechnical engineering and road engineering, can solve the problems of subgrade frost heave, subsidence, road durability and stability threats, avoid frost heave and thaw, enhance service performance, The effect of improving the stability and durability of the roadbed

Active Publication Date: 2020-10-16
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The replacement and filling method is easy to construct and has a wide range of applications, but it is difficult to eliminate or reasonably control the frost heave deformation of the subgrade, and it needs to be replaced within all or part of the freezing depth, which requires high fillers
Coarse particles are often used as fillers in frozen soil subgrades, but actual engineering shows that they can only reduce frost heaving of subgrade soil, and at the same time, water migration may occur; after repeated freezing and thawing, the water content of coarse particle fillings will increase, thereby inducing frost heaving of subgrades , muddying, cracking, subsidence and other diseases will pose a certain threat to the durability and stability of the road

Method used

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  • A treatment method for expressway subgrade in permafrost regions

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Experimental program
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Effect test

Embodiment 1

[0028] A method for treating highway subgrades in frozen soil in cold regions, such as figure 1 shown. It is characterized in that it comprises the following steps:

[0029] a. Firstly, according to the subgrade survey report, determine the subgrade frozen depth line in cold regions; select the appropriate method according to the freezing depth and site conditions, choose winter construction, and preferentially use the electric heating method or steam method to pre-thaw the subgrade frozen soil above the depth line 11 , that is, all frozen soil in the excavation area from the coarse-grained soil 5 to the surface.

[0030] b. Use an excavator to excavate all the frozen soil in the thawing area, and use an earth truck to transport the thawed soil to the storage place. The corresponding excavation slope is 1:0.5; the excavation work should be continuously excavated day and night after the frozen soil thaws Thaw the soil to avoid refreezing.

[0031] c. lay the bottom coarse gr...

Embodiment 2

[0036] A method for treating highway subgrades in frozen soil in cold regions, such as figure 1 shown. It is characterized in that it comprises the following steps:

[0037] a. Firstly, according to the subgrade survey report, determine the subgrade frozen depth line in cold regions; select the appropriate method according to the freezing depth and site conditions, choose winter construction, and preferentially use the electric heating method or steam method to pre-thaw the subgrade frozen soil above the depth line 11 , that is, all frozen soil in the excavation area from the coarse-grained soil 5 to the surface.

[0038] b. Use an excavator to excavate all the frozen soil in the thawing area, and use an earth truck to transport the thawed soil to the storage place. The corresponding excavation slope is 1:0.75; the excavation work should be continuously excavated day and night after the frozen soil thaws Thaw the soil to avoid refreezing.

[0039] c. lay the bottom coarse g...

Embodiment 3

[0044] A method for treating highway subgrades in frozen soil in cold regions, such as figure 1 shown. It is characterized in that it comprises the following steps:

[0045] a. Firstly, according to the subgrade survey report, determine the subgrade frozen depth line in cold regions; select the appropriate method according to the freezing depth and site conditions, choose winter construction, and preferentially use the electric heating method or steam method to pre-thaw the subgrade frozen soil above the depth line 11 , that is, all frozen soil in the excavation area from the coarse-grained soil 5 to the surface.

[0046] b. Use an excavator to excavate all the frozen soil in the thawing area, and use an earth truck to transport the thawed soil to the storage place. The corresponding excavation slope is 1:1; the excavation work should be continuously excavated day and night after the frozen soil thaws Thaw the soil to avoid refreezing.

[0047] c. lay the bottom coarse gran...

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Abstract

The invention discloses a method for treating a subgrade of a highway in a frozen soil region. The method comprises the following steps: a, thawing a frozen soil subgrade in a frost line in advance; b, excavating all thawed soil; c, laying a layer of coarse-grained soil and a reversed filter layer at the bottom of an excavation layer, and laying lime waterproof layers and gravel expansion guide layers on two sides; d, filling activated magnesia carbonized and cured sludge soil layer by layer and performing tamping reinforcement; e, compacting filled embankment filling soil and setting a coarse-grained soil layer containing an XPS insulation board below a pavement structure; f, setting waterproof protecting feet on two sides of an embankment respectively. Subgrade pre-thawing, filling treatment and soft soil carbonization and curing technologies for the frozen soil region are fully combined, the frozen soil subgrade is effectively reinforced, the engineering problems of refreezing and frost heaving of subgrade soil are well solved, non-uniform settling of the subgrade is further reduced, and the problem of secondary damage of the highway in the cold region is reduced greatly. The method has the advantages of being economic, environmentally friendly, safe, efficient, high in controllability, easy to operate and the like.

Description

technical field [0001] The invention relates to the fields of geotechnical engineering and road engineering, in particular to a treatment method for expressway subgrades in permafrost areas. Background technique [0002] China is the third largest frozen country in the world. Its permafrost area accounts for about 22.3% of the country's land area, while the seasonal frozen soil area accounts for about 53.5%. It has had a significant impact on my country's transportation infrastructure. In recent years, with the development of the economy in cold regions, the requirements for transportation and infrastructure construction in permafrost regions have gradually increased, and the railway and ordinary road networks have been unable to carry the existing transportation volume; at the same time, in order to protect precious and Fragile ecosphere, reducing human damage as much as possible, closed highway is the best choice. However, the construction of expressways in permafrost are...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D3/046E02D3/11E01C3/04
Inventor 赖丰文刘松玉
Owner SOUTHEAST UNIV
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