Method for measuring interlocking capability of coarse aggregate

A test method, coarse aggregate technology, applied in the direction of applying stable shear force to test material strength, measuring device, analyzing material, etc., can solve the problem of inability to distinguish shear capacity, evaluation method of asphalt mixture skeleton strength Unreasonable and other issues

A test method, coarse aggregate technology, applied in the direction of applying stable shear force to test material strength, measuring device, analyzing material, etc., can solve the problem of inability to distinguish shear capacity, evaluation method of asphalt mixture skeleton strength Unreasonable and other issues

CN101576475BActive Publication Date: 2011-04-20RES INST OF HIGHWAY MIN OF COMM

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  • Method for measuring interlocking capability of coarse aggregate
  • Method for measuring interlocking capability of coarse aggregate
  • Method for measuring interlocking capability of coarse aggregate

Examples

Experimental program
Comparison scheme
Effect test

Embodiment

[0037] 1.1 single particle size

[0038] According to the test method of the present invention, the difference of material cone penetration energy under the condition of single particle size is compared.

[0039] The material used in the test is basalt produced in Zhangjiakou, Hebei, and all technical indicators meet the requirements of "Technical Standards for Highway Asphalt Pavement Construction". First, the bulk density of aggregates with a single particle size was measured by a tamping tester, and the respective mineral void ratios were calculated. The results are shown in Table 1. It can be seen that with the increase of the particle size, the gap ratio of the mineral material in the compacted state gradually decreases.

[0040] Table 1 Mineral material void ratio and cone penetration energy test results

[0041]

[0042] According to the method of the present invention, the cone penetration test is carried out on each compacted aggregate with a single particle size...

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Abstract

The invention relates to a method for measuring the interlocking capability of coarse aggregate, belonging to the technical field of road material design evaluation. The method comprises the following steps of: (1) filling coarse aggregate gravels into a rigid test barrel and ramming the coarse aggregate gravels; (2) penetrating a conical rigid squeeze head into the gravels at a certain loading speed rate, and recording a penetration depth H and a squeeze force (resistance) F suffered by the rigid squeeze head; and (3) working out a penetration power W0= the integral of Fdh from 0 to H so as to evaluate the interlocking capability of the coarse aggregate. The method evaluates the interlocking capability of the coarse aggregate grading gravels by adopting the conical squeeze head penetration test, and effectively avoids the defects in the original test methods, i.e., aggregate mixing ratio is changed and real properties of design grading can not be correctly reflected due to serious aggregate breakage in the pressing-in process. In addition, the method takes energy indexes in terms of material deformation and stress into full consideration, adopts the penetration power to evaluate the interlocking capability of the coarse aggregate and more fully reflects the whole properties of the material when compared with simpler deformation index.

Description

technical field [0001] The invention mainly relates to the field of road engineering design and construction, in particular to a method for testing the embedding ability of a coarse aggregate skeleton. Background technique [0002] The strength of asphalt mixture mainly comes from two aspects: one is the cohesive force of the mixture formed by the cementing ability of asphalt to the mineral materials, and the other is the internal friction force formed by the mutual embedding of the mixture and mineral materials. For coarse aggregate dis-graded asphalt mixture, the intercalation ability of coarse aggregate with a particle size greater than 4.75 mm has a significant impact on the strength of the mixture. [0003] Although the "embedding" ability is not a mechanical index in the strict sense, it is very important for the accumulation structure of granular particles. The mutual "occlusion" between skeleton coarse aggregate particles is one of the important factors affecting th...

Claims

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Application Information

Patent Timeline
20 Apr 2011
Publication
CN101576475B
IPC
G01N19/00; G01N3/24
Inventors
王旭东; 张蕾