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Evaluation method of plastic deformation performance of graded crushed stone based on pdi index

A graded crushed stone and plastic deformation technology, applied in data processing applications, instruments, calculations, etc., can solve the problem of single performance evaluation index of graded crushed stone, excessive plastic deformation of graded crushed stone base, objective and accurate deformation performance Evaluation and other issues, to achieve the effect of objective and reasonable plastic deformation performance, easy operation and clear concept

Active Publication Date: 2021-10-01
CHANGAN UNIV +3
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Problems solved by technology

[0002] Due to its advantages of easy material acquisition and low cost, graded crushed stone materials were widely used in the early road construction in my country, but due to the limitation of understanding level and technical conditions, graded crushed stone failed to achieve rapid development and application, especially It is rarely used in high-grade highways, which has a certain relationship with the single performance evaluation index of graded crushed stone.
[0003] At present, the California bearing ratio CBR value is mainly used to evaluate the performance of graded crushed stone, but the CBR value represents the ability of graded crushed stone to resist local load indentation and deformation, and reflects the bearing capacity of graded crushed stone, so it is difficult to determine its deformation performance. However, the failure of the graded crushed stone base is mainly caused by excessive plastic deformation.

Method used

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  • Evaluation method of plastic deformation performance of graded crushed stone based on pdi index
  • Evaluation method of plastic deformation performance of graded crushed stone based on pdi index
  • Evaluation method of plastic deformation performance of graded crushed stone based on pdi index

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Embodiment Construction

[0025] The present invention will be described in further detail below in conjunction with the accompanying drawings.

[0026] The optimized gradation of crushed stone aggregate gradation is shown in Table 1, and the results of vibration compaction test show that:

[0027] The optimum moisture content is 3.40%, and the maximum dry density is 2.47g / cm 3 .

[0028] Table 1 aggregate gradation

[0029] Sieve hole(mm) 31.5 19 9.5 4.75 2.36 0.6 0.075 Passing rate(%) 100 64 47 36 28 17.5 7.5

[0030] Plastic deformation tests were carried out on the graded crushed stone specimens in the optimal water content state and saturated state respectively.

[0031] Among them, the state of optimum moisture content means that after the specimen is formed (without demoulding), it is placed indoors for 4h to 5h, and then the plastic deformation test is carried out (at this time, the moisture content of the specimen is close to the optimum moisture content, so...

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Abstract

An evaluation method for the plastic deformation performance of graded crushed stone based on the PDI index. The evaluation model takes the plastic deformation index PDI as the evaluation index, and comprehensively considers the plastic deformation of the graded crushed stone specimen at multiple moments in the plastic deformation test, reflecting The development trend of plastic deformation of graded crushed stone under load is obtained, and the plastic deformation performance of graded crushed stone can be accurately evaluated. The evaluation method uses a wheel mill to compact the graded gravel mixture in the test mold to form a graded gravel specimen, and then put the graded gravel specimen together with the test mold on the test bench for plastic deformation tests. The PDI size is calculated by using the plastic deformation performance evaluation model of graded crushed stone based on the PDI index. The smaller the PDI, the better the plastic deformation performance. The test process of the invention is easy to operate, convenient to collect data and simple to calculate, and can make an objective and reasonable evaluation on the plastic deformation performance of the graded gravel.

Description

technical field [0001] The invention belongs to the field of highway engineering, and specifically relates to a method for evaluating the plastic deformation performance of graded crushed stone based on a PDI index, which makes up for the shortage of single performance evaluation index of graded crushed stone and improves the performance evaluation system of graded crushed stone. Background technique [0002] Due to its advantages of easy material acquisition and low cost, graded crushed stone materials were widely used in the early road construction in my country, but due to the limitation of understanding level and technical conditions, graded crushed stone failed to achieve rapid development and application, especially It is still rarely used in high-grade highways, which has a certain relationship with the single performance evaluation index of graded crushed stone. [0003] At present, the California bearing ratio CBR value is mainly used to evaluate the performance of g...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06Q10/06G06Q50/08
CPCG06Q10/0639G06Q50/08
Inventor 陈忠达徐贵刘自禧陈峙峰孙生东李世东吴永军路光辉李海刚张建强孙飞林君阳彭波
Owner CHANGAN UNIV
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