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Test method for interfacial consolidation strength of asphalt pavement with water-bearing asphalt

A technology of asphalt pavement and consolidation strength, which is applied in the direction of instruments, measuring devices, and mechanical devices. It can solve the relationship between less water interface and quantitative interface water and asphalt interface consolidation strength. No more mature test methods and methods have been found. Test results and other issues, to achieve the effect of accurate and scientific test data

Inactive Publication Date: 2020-04-07
JILIN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, the relevant research on the consolidation strength of the oil-stone interface has accumulated certain results. Among them, the quantitative test technology for the interface consolidation is the basis for studying the interface consolidation effect and determining the improvement plan, but there are few related studies on the interface with water. In particular, the relationship between the quantitative interfacial water and the consolidation strength of the oil-stone interface has not yet been found with relatively mature test methods and test results.

Method used

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  • Test method for interfacial consolidation strength of asphalt pavement with water-bearing asphalt
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  • Test method for interfacial consolidation strength of asphalt pavement with water-bearing asphalt

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preparation example Construction

[0037] S3. Preparation of test pieces with different immersion times: place the test pieces prepared in S2 and the supporting test pieces in the auxiliary equipment with a preset temperature. The supporting test pieces include the base, asphalt consolidation layer and tensile The base of the test piece and the base of the supporting test piece are immersed in the distilled water of the auxiliary equipment, the immersion height of the base is less than the overall height of the base, and the immersion time of the base is changed to prepare test pieces with different immersion times Samples and supporting test piece samples with different immersion times;

[0038] S4. Determination of the shear failure strength of the test piece: The test piece samples prepared in S3 with different immersion times were immediately placed in the temperature-controlled test chamber of the asphalt pavement water-containing oil-stone interface consolidation strength shear tester at a preset temperatu...

Embodiment 1

[0063] S1. Preparations before the test: Preheat the tensile parts and the base in an oven. The tensile parts and the base are both cuboid structures. Heat in an oven at about 135°C until the asphalt is in a fluid state, where the base asphalt is represented by CA;

[0064]S2. Preliminary preparation of the test piece: smear asphalt on the surface of the base to form a rectangular consolidation layer, bond the tensile piece on the consolidation layer, connect the tensile piece and the base through the consolidation layer to form a test piece, measure and calculate the consolidation layer The consolidation area S t ; Both the stretched part and the base of this example are made of 40*40*10mm granite blocks. Firstly, the matrix asphalt CA is applied to the surface of the base with a side length of 40mm*40mm to form a rectangular consolidation layer. One side of the layer is completely coincident with one side of the surface of the base, and the smearing area of ​​the consolidat...

Embodiment 2

[0071] S1. Preparation before the test: Preheat the tensile part and the base in an oven. The tensile part and the base are both rectangular parallelepiped structures. The black modified asphalt is heated in an oven at about 135°C until the asphalt is in a fluid state, and the silane silica modified asphalt is represented by SSA;

[0072] S2. Preliminary preparation of the test piece: smear asphalt on the surface of the base to form a rectangular consolidation layer, bond the tensile piece on the consolidation layer, connect the tensile piece and the base through the consolidation layer to form a test piece, measure and calculate the consolidation layer The consolidation area S t ; Both the stretched part and the base of this example use 40*40*10mm granite stones, first apply silane silica modified asphalt SSA to the surface of the base with a side length of 40mm*40mm to form a rectangular solid Consolidated layer, one side of the consolidated layer completely coincides with ...

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Abstract

The invention discloses a method for testing the solidification strength of a water-containing oilstone interface of an asphalt pavement. The method comprises the following five steps: carrying out preparation before test; carrying out primary preparation on test pieces; preparing test pieces with different water soaking time; determining the shear failure strength of the test pieces; and carryingout analogue computation on the water content of the oilstone interface of the matched test pieces. The method comprises the following specific test processes: carrying out indoor shear test on the test pieces with different water soaking time by virtue of a shear test instrument, and carrying out numerical simulation by virtue of a mass diffusion module of software ABAQUS, so as to obtain fittedcurves of water soaking time and interface water content; and finally, carrying out data processing, so as to obtain a fit relation between the water content of the oilstone interface and the shear strength. Compared with the prior art, the method has the beneficial effects that the relation between the water content of the oilstone interface and the total shear strength of a contact surface is determined by virtue of a numerical simulation-indoor test combined research method, and empirical methods in the past are effectively improved, so that the test data is relatively precise and scientific.

Description

technical field [0001] The invention belongs to the technical field of traffic civil engineering, and in particular relates to a method for testing the consolidation strength of the asphalt pavement water-containing oil-stone interface. Background technique [0002] With the wide application of asphalt mixture pavement structure in the field of high-grade highways, the problems of its durability and early failure of pavement structure have become increasingly prominent. The current survey results on pavement diseases show that the main disease type in low-temperature and severe cold areas is low-temperature cracking, followed by water damage, and the main disease type in high-temperature hot areas is high-temperature deformation, followed by water damage. No matter how the climate conditions are different, water damage is the main type of pavement damage, and water damage often occurs together with other disease types, develops together, and continues to deteriorate througho...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N19/04
Inventor 郭学东郭威孙明志陈星李济鲈常孟元李颖松
Owner JILIN UNIV
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