Anti-shear fatigue double-layer asphalt mixture grading and optimizing method based on virtual repeated penetration test

A technology of asphalt mixture and penetration test, which is applied in the direction of applying repetitive force/pulsation force to test the strength of materials, etc., can solve the problems of poor comprehensiveness, inability to optimize the gradation of asphalt mixture, and relying on indoor test methods, etc. The effect of strong operability

Active Publication Date: 2018-12-11
ZHEJIANG UNIV
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Problems solved by technology

Although the description and evaluation are based on the discrete element method or numerical image processing technology, in the research, its comprehensiveness is not strong, the consideration is not comprehensive enough, and it depends on the laboratory test method, and only the research of a single layer of mixture can be carried out. Easily optimize asphalt mix grading

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  • Anti-shear fatigue double-layer asphalt mixture grading and optimizing method based on virtual repeated penetration test
  • Anti-shear fatigue double-layer asphalt mixture grading and optimizing method based on virtual repeated penetration test
  • Anti-shear fatigue double-layer asphalt mixture grading and optimizing method based on virtual repeated penetration test

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[0029] The present invention will be described in detail below according to the accompanying drawings and preferred embodiments, and the purpose and effect of the present invention will become clearer. The present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

[0030] A method for optimizing the gradation of double-layer asphalt mixtures resistant to shear fatigue based on virtual repeated penetration tests, the method specifically includes the following steps:

[0031] S1: First, the uniaxial creep compression test of asphalt mortar is carried out to obtain the viscoelastic parameters of asphalt mortar at 30°C in the contact model, as shown in Table 1; The penetration test is used to determine the failure times N of the asphalt mixture under repeated penetra...

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Abstract

The invention discloses an anti-shear fatigue double-layer asphalt mixture grading and optimizing method based on a virtual repeated penetration test. The anti-shear fatigue double-layer asphalt mixture grading and optimizing method comprises the following steps: firstly fitting through a uniaxial creep compression test result of asphalt mortar, thus obtaining 30 DEG C asphalt mortar viscoelasticity parameters of a contact model; then carrying out virtual repeated shear fatigue test, repeating uniaxial penetration test through simulating asphalt mixture, determining the ineffective acting frequency N of the double-layer asphalt mixture under the action of repeated penetration, and evaluating the shear fatigue life of the double-layer asphalt mixture. According to the anti-shear fatigue asphalt mixture grading and optimizing method disclosed by the invention, an asphalt mixture shear fatigue test three-dimensional discrete element model according with target grading is randomly generated in three-dimensional discrete element software, and then grading and optimizing can be carried out according to a mechanical test value simulation result of the asphalt mixture, so that the anti-shear fatigue double-layer asphalt mixture grading and optimizing method has very strong operability, convenience and representativeness, and has a great significance in improving the pavement performance of an asphalt pavement and prolonging the service life of the asphalt pavement.

Description

technical field [0001] The invention belongs to the field of road engineering, and in particular relates to a shear fatigue-resistant double-layer asphalt mixture gradation optimization method based on a virtual repeated penetration test. Background technique [0002] Fatigue damage refers to the failure of the asphalt pavement after the number of repeated loads acting on the pavement exceeds a certain value during the use of the asphalt pavement. As the main failure form of heavy-duty traffic asphalt mixture pavement, shear fatigue failure has the characteristics of bottom-up failure. In the existing asphalt mixture fatigue test research, the bending fatigue is the main one, and there are few studies on the shear fatigue. However, shear fatigue failure of asphalt pavement is entirely possible, and under high temperature conditions, the pavement is more prone to fatigue failure when it is subjected to repeated shear stress. Therefore, research on shear fatigue failure is a...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/32
CPCG01N3/32
Inventor 彭勇毛中川
Owner ZHEJIANG UNIV
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