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Method for determining straight shearing strength admissible value of bridge deck pavement bituminous mixture

A technology of asphalt mixture and shear strength, which is applied in the direction of applying stable shear force to test the strength of materials, and can solve the problems of not reflecting the influence of traffic volume, temperature and mechanical response, such as rutting.

Inactive Publication Date: 2015-04-22
GANSU ROAD & BRIDGE CONSTR GROUP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The technical problem to be solved by the present invention is to provide a method for determining the allowable value of the direct shear strength of asphalt mixture for bridge deck pavement in view of the deficiencies in the prior art above. The method has simple steps, reasonable design, low input cost and uses It is easy to operate and effective in use, and can effectively solve the defects that existing methods for determining the allowable value of shear strength of asphalt mixture cannot reflect the influence of traffic volume, driving speed, air temperature and mechanical response on rutting

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  • Method for determining straight shearing strength admissible value of bridge deck pavement bituminous mixture
  • Method for determining straight shearing strength admissible value of bridge deck pavement bituminous mixture
  • Method for determining straight shearing strength admissible value of bridge deck pavement bituminous mixture

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Embodiment Construction

[0047] Such as figure 1 A method for determining the direct shear strength allowable value of asphalt mixture for bridge deck paving includes the following steps:

[0048] Step 1. Calculation of shear stress of bridge deck pavement: use finite element software to establish the finite element analysis model of the bridge deck pavement to be constructed, and use the established finite element analysis model to calculate the bridge deck to be constructed under the standard axle load Maximum shear stress at different depths of the pavement. The bridge deck pavement layer to be constructed is divided into N asphalt mixture pavement layers from top to bottom, wherein N is a positive integer and N≥1.

[0049] In this embodiment, N=2. The bridge deck pavement layer to be constructed is divided into two asphalt mixture pavement layers from top to bottom, and the two asphalt mixture pavement layers are respectively an upper layer and a lower layer.

[0050] During actual construction...

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Abstract

The invention discloses a method for determining a straight shearing strength admissible value of a bridge deck pavement bituminous mixture. The method comprises the following steps of: 1, calculating shearing strength of a bridge deck pavement layer; 2, determining shearing strength and a shearing strength allocation proportion of each bituminous mixture pavement layer; 3, determining temperature of each bituminous mixture pavement layer; 4, setting accumulated standard axle load frequency and running speed in each month; 5, calculating an allowable rutting depth of each bituminous mixture pavement layer; 6, determining the direct shearing strength admissible value of the bituminous mixture adopted by each bituminous mixture pavement layer; and 7, outputting the result. The method is simple in steps, reasonable in design, low in investment cost, simple and convenient to use and operate and good in using effect, and the defect that the influence of the traffic volume, running speed, air temperature and mechanical response on the rutting cannot be reflected in the existing method for determining the shearing strength admissible value of the bituminous mixture can be effectively overcome.

Description

technical field [0001] The invention relates to the technical field of bridge deck asphalt mixture pavement, in particular to a method for determining the direct shear strength allowable value of bridge deck pavement asphalt mixture. Background technique [0002] In recent years, my country's highway and bridge construction has developed rapidly, bridge structures have been continuously innovated, and long-span bridges have continued to emerge. Due to harsh service conditions and design defects, coupled with excessive traffic volume and severe overloading, the instability rutting caused by shear deformation is the main disease of the bridge deck asphalt pavement, which is caused by the shear stress of the structural layer exceeding the mixed caused by the shear strength of the material. Therefore, the shear strength of the asphalt mixture for bridge deck paving should be greater than the allowable value to ensure that the rutting depth of the pavement is still less than the...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/24
Inventor 刘建勋纪小平陶永宏曹晖何世雄武志奎邢海涛孔令功宿秀丽
Owner GANSU ROAD & BRIDGE CONSTR GROUP
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