Processing method for rubber particle concrete triaxial compression experimental data

Abstract

The invention discloses a processing method for rubber particle concrete triaxial compression experimental data. The processing method comprises the steps: obtaining displacement data points in a compression process, and converting displacement into corresponding axial strain; then according to different-degree fluctuation conditions of experimental data, carrying out primary moving average and secondary moving average of the overall data in a certain period, and drawing a stress-strain curve chart; and processing data having bias in the experimental process according to the development law of the curve, determining a turning point of the bias transiting to a compact state, and then obtaining a bias coefficient. Therefore, the physical and mechanical properties of rubber particle concrete under different mixing contents of rubber particles are studied, at the same time, the bias degree of a specimen having the bias condition is quantified, a reference value is provided for application of the rubber particle concrete in different environments, and an accurate and effective treatment method is provided for processing the rubber particle concrete triaxial compression experimental data.

Description

technical field [0001] The invention relates to a simulation experiment of rubber granule concrete, in particular to a processing method for triaxial compression test data of rubber granule concrete. Background technique [0002] With the popularization and application of rubber particle concrete, the physical and mechanical properties of rubber particle concrete have received more and more attention. At present, the common practice is to use rock triaxial testing machine to conduct triaxial compression experiments to obtain its mechanical parameters. Rock triaxial The testing machine has good pertinence for brittle materials such as rocks, and its device for detecting rock force is relatively sensitive, and the compression amount of standard rock specimens is extremely limited, but the compressive strength of rubber particle concrete is not very high, and Due to the high compression performance, the matching between the rock triaxial testing machine and the rubber particle ...

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Problems solved by technology

[0002] With the popularization and application of rubber particle concrete, the physical and mechanical properties of rubber particle concrete have received more and more attention. At present, the common practice is to use rock triaxial testing machine to conduct triaxial compression experiments to obtain its mechanical parameters. Rock triaxial The testing machine has good pertinence for brittle materials such as rocks, and its device for detecting rock force is relatively sensitive, and the compression amount of standard rock specimens is extremely limited, but the compressive strength of rubber particle concrete is not very high, and Due to the high compression performance, the matching degree between rock triaxial testing machine and rubber particle concrete is limited. The triaxial testing machine developed for rubber particle concrete is very expensive and has no promotion value. Therefore, based on the existing experimental conditions It is of practical significance to process the experimental data

[0003] There are a series of problems in the triaxial compress

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