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Synchronous blast-enlarging treatment method for liquified soil foundation of highway

A technology for highways and soil foundations, which is applied in the protection of roads, roads and soils, can solve the problems of long treatment period and high treatment costs, and achieve the improvement of foundation compressive modulus and bearing capacity, reduction of water content and low cost. Effect

Inactive Publication Date: 2008-03-12
CHINA UNIV OF MINING & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Through the pile forming process of vibratory compaction, the original foundation soil is compacted to produce replacement, drainage and consolidation, so that the pile body and the soil between the piles form a composite foundation, so as to eliminate the liquefaction of liquefied soil, enhance the strength of foundation soil, and accelerate Consolidate the settlement and improve the overall stability of the foundation. The liquefiable soil foundation at the bridge head and structure of the expressway is often treated with dry vibration compacted gravel piles. The treatment effect is good, but the treatment cost is high; the drainage consolidation method is passed Exclude the pore water in the liquefied soil foundation to cause the soil to consolidate and settle, so as to eliminate the liquefaction of the liquefied soil and enhance its strength. However, in order to increase the drainage speed, it is necessary to construct vertical drainage channels and surcharge preloading, and the drainage consolidation method is used for treatment Although the cost is low, but the treatment period is long, it is suitable for the treatment of shallow buried expressway liquefied soil foundation

Method used

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  • Synchronous blast-enlarging treatment method for liquified soil foundation of highway
  • Synchronous blast-enlarging treatment method for liquified soil foundation of highway
  • Synchronous blast-enlarging treatment method for liquified soil foundation of highway

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Embodiment Construction

[0009] An embodiment of the present invention will be further described below in conjunction with accompanying drawing:

[0010] The synchronous explosive expansion processing method of the expressway liquefied soil foundation of the present invention first arranges the first batch of explosive expansion holes A vertically and horizontally, and adopts drilling or vibration impact to form holes on the liquefied soil foundation. The diameter of the holes is about Φ100mm, and the depth of the holes is For the depth of liquefied soil reinforcement treatment to be greater than or equal to 7m, an explosive filling pipe 8 is placed in the borehole. The reaming holes are arranged along the road centerline 1 to the road sideline 2, and drainage ditches 3 are arranged along the road sideline 2; excavate a circular table-shaped gravel filling pit on the top of each blasting reaming hole, and accumulate gravel, and the volume of the accumulated gravel is greater than or equal to the blasti...

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Abstract

This invention relates to synchronous explosion extending method for liquefied foundation of high way. Said method contains distributing explosion extending holes and drainage ditch along road, the hole is filled with explosive, burster and explosive loading pipe for sealing hole, the top of each hole excavated with stone filling pit having volume greater than that of explosion extending cavity, the explosion extending is operated in two time delay. Said invention both forms explosion extending cavity and explosion stone filling with fine water charge and effectively solidifying explosion soil body, greatly reduces the adverse effect to around environment.

Description

1. Technical field [0001] The invention relates to a synchronous explosive expansion treatment method for expressway liquefied soil foundation, and is especially suitable for reinforcement treatment of soil body with large thickness and high liquefaction level. 2. Background technology [0002] Liquefied soil foundations are widely distributed in the alluvial areas of the Yellow River in my country. In recent years, the scale of expressway construction in my country has become larger and larger. Some expressways have to be built on liquefied soil foundations. However, due to the low bearing capacity of liquefied soil foundations, earthquakes and earthquakes Liquefaction will occur when the load acts, so reinforcement treatment must be carried out to improve its bearing capacity and eliminate the hazards of liquefied soil foundation earthquake liquefaction to expressways. In my country, the traditional reinforcement treatment of liquefied soil foundation mainly adopts methods ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D3/10E01C3/04
Inventor 王东权王立权刘春荣邵鹏周国庆朱玉晓李浩然李汉光
Owner CHINA UNIV OF MINING & TECH
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