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Method for filling high-filled embankment with rock blocks with superlarge particle size

A technology of square embankment and stone embankment, which is applied in the field of filling high-fill embankment with super-large-sized boulders, can solve problems such as damage to the ecological environment, and achieve the effect of ensuring compaction.

Inactive Publication Date: 2017-08-08
河北水利电力学院
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

At the same time, a large number of super-large-sized rocks produced by tunneling and excavation are discarded and waste due to their large particle size, which damages the ecological environment.

Method used

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  • Method for filling high-filled embankment with rock blocks with superlarge particle size
  • Method for filling high-filled embankment with rock blocks with superlarge particle size
  • Method for filling high-filled embankment with rock blocks with superlarge particle size

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Embodiment Construction

[0041] The following examples are used to illustrate the present invention, but are not intended to limit the scope of the present invention.

[0042]The invention provides a method for filling a high-fill embankment with super-large-sized block stones. The method comprises the following steps:

[0043] First, ground treatment:

[0044] For subgrades with a filling height of less than 10m, the bearing capacity of the foundation shall be higher than 150kPa through foundation treatment; for subgrades with a filling height of 10m to 20m, the bearing capacity of the foundation shall be higher than 200kPa through foundation treatment; for subgrades with a filling height of more than 20m , the roadbed is filled on the rock base;

[0045] Embankments containing super-large-sized block stones are generally filled higher, and their greater self-weight imposes stricter requirements on foundation settlement. The present invention uses the height of the embankment to be filled as an ind...

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Abstract

The invention discloses a method for filling a high-filled embankment with rock blocks with superlarge particle size. The method includes the following steps: (1) foundation treatment; (2) laying of the rock blocks with superlarge particle size: the rock blocks with superlarge particle size are separated out; a minimum height of the super-size rocks from the top surface of a foundation is determined; a laying solution for the rock blocks with superlarge particle size is determined, including the determination of the number of laid layers and the determination of the paved length of the foundation; a laying sketch for each layer is determined, and in order to ensure that the embankment containing the rock blocks with superlarge particle size does not ununiformly settle, a method of stagger layering is adopted for laying; laying construction of the rock blocks with superlarge particle size is carried out, and the laying construction is a flow process, which includes three construction links, i.e., loading of the rock blocks with superlarge particle size, unloading of the rock blocks with superlarge particle size and laying of the rock blocks with superlarge particle size; (3) pavement and leveling of the embankment with the rock blocks with superlarge particle size; (4) layer-by-layer compaction of the embankment with the rock blocks with superlarge particle size; (5) dynamic compaction of the embankmen with the rock blocks with superlarge particle size t.

Description

technical field [0001] The invention relates to the technical field of road construction in mountainous areas, in particular to a method for filling high-fill embankments with super-large-sized rocks. Background technique [0002] When the height of the embankment filled with fine materials is more than 6 meters, and the height of the embankment filled with soil or stone in other areas is more than 20 meters, it is called a high-fill embankment. [0003] The high-fill embankment shall be constructed by layered filling and layered compaction, and the thickness of each layer of filling shall be determined according to the filler used. If the sources of fillers are different and their properties are quite different, they should not be filled in sections or vertically. The high-fill embankment located in the submerged road section should use fillers with high water stability and good water permeability, and the slope ratio should not be less than 1:2 to avoid slope instability....

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C3/04
CPCE01C3/04
Inventor 宋杨孙文君张艳敏郭可欣
Owner 河北水利电力学院
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