Nondestructive testing method for testing soil characteristics of soil complex through acoustic emission
An acoustic emission detection and non-destructive testing technology, which is applied in the analysis of solids using sonic/ultrasonic/infrasonic waves, and can solve problems such as not fully satisfying the detection needs.
Patent Information
- Authority / Receiving Office
- CN · China
- Current Assignee / Owner
- Publication Date
- 2018-05-04
- Estimated Expiration
- Not applicable · inactive patent
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Abstract
Description
technical field
[0001] The invention relates to a non-destructive testing method using acoustic emission, and belongs to the field of non-destructive testing. Background technique
[0002] The propagation and attenuation of sound waves in the medium are two important parameters to describe the characteristics of the medium. The propagation and attenuation of sound waves in the medium are closely related to the microstructure and physical and chemical properties of the medium. The acoustic parameters can be measured to detect the Changes in the characteristics of the measured medium.
[0003] Acoustic emission automatic testing technology (AST) is an extension of acoustic emission technology. Acoustic emission technology is the phenomenon of stress wave propagation generated in the dynamic process of materials or structures. Due to too many interference factors, the uncertainty of the test is caused. The acoustic emission automatic test technology is different from the chara...
Examples
Embodiment Construction
[0027] 1 test device
[0028] The test uses a self-made piping model test device, which is different from the traditional sand tank model test. In order to better arrange the acoustic emission sensor 1 and better monitor the whole process of piping damage to the embankment, the device is divided into 4 parts:
[0029] (1) The length of the model box is 200cm, the width is 31cm, the height is 55cm, and the left side 25cm is the water inlet chamber, which is separated from the embankment model by a permeable plate, so that the water flows into the sand tank evenly;
[0030] (2) The model size of the embankment is determined based on the principle that the model seepage field must be similar to the prototype. The model scale is 1:40, the simulated height is 16m, the downstream side slope ratio is 1:2.5, the width of the embankment crest is 4m, and the width of the embankment bottom is 12.4m For the actual levee, the embankment foundation is a double-layer permeable sand foundatio...