A Non-destructive Detection Method Based on Fretting Power Spectral Density and Its Application
A power spectral density, non-destructive detection technology, applied in the field of engineering geophysical detection, can solve the problems of electromagnetic wave-like method interference, failure to achieve expected results, and difficulty in popularization and use, and achieves convenient on-site collection, reduced engineering costs, and high detection accuracy. Effect
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Embodiment 1
[0050] Example 1: Micro-motion detection of poorly constructed geological bodies of underground diaphragm walls of a subway station in a certain place
[0051] Project overview: The site where a subway station is located is all roads and auxiliary roads, sidewalks, green belts, etc. The terrain is relatively flat, and there are many high-rise buildings on the north side of the line, and the surrounding environmental conditions along the line are more complicated. The original landforms of this site belong to the coastal marine area. Affected by urban development and construction, all along the line have been excavated and filled and leveled manually. The current topography is flat and the ground elevation is generally 2-3m. The rock and soil layers of the site are mainly filled soil (rockfill), silt (textured soil), silty clay, medium sand, residual sandy clay and granite weathered rock (local diabase) from top to bottom. According to the survey data, the differential weather...
Embodiment 2
[0059] Example 2: Detection of air-raid shelters in a building site
[0060] Project overview: During the geotechnical investigation of a project, the dug holes BK8 and BK10 on the south side of the site have been constructed to expose the air-raid shelters, all of which are distributed in the moderately weathered granite. The exposed roof depth is 11.30~11.40m, and the exposed roof elevation is 3.46~ 3.94m, the height of the air-raid shelter is about 1.30-1.50m. The air-raid shelter is an abandoned air-raid shelter, and the location of the opening has not been found. The geotechnical structure of the site is relatively simple. From top to bottom, it is divided into: miscellaneous fill, rock fill, fully to strongly weathered granite and stroke granite, and the thickness of the covering layer is relatively thin. BK8 drilled below 3m is moderately weathered granite, and BK10 drilled below 1.3m is moderately weathered granite.
[0061] The observation system of micro-motion det...
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