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Non-destructive detection method based on micro-motion three-component spectral ratio VHSR and application

A non-destructive detection, three-component technology, applied in the field of engineering geophysical detection, can solve the problems of long construction period, fast signal attenuation, unsatisfactory effect, etc., and achieve the effect of high surface conditions and strong anti-interference ability.

Active Publication Date: 2019-11-22
ARCHITECTURAL DESIGN INST FUKIEN PROV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Commonly used to detect obstacles, such as ground penetrating radar, in southern cities with shallow groundwater levels, the signal attenuation is fast, the detection depth is limited, and at the same time, it is also affected by electromagnetic interference, so the effect is often not ideal; various cross-hole CT methods have certain effects. However, the effects of different methods between the holes are not the same, and are affected by the hole spacing, not only the cost is high, but the construction period is long
In general, many geophysical methods fail to achieve the expected results in the complex urban environment

Method used

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  • Non-destructive detection method based on micro-motion three-component spectral ratio VHSR and application
  • Non-destructive detection method based on micro-motion three-component spectral ratio VHSR and application
  • Non-destructive detection method based on micro-motion three-component spectral ratio VHSR and application

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0056] Example 1: Detection of pile foundation position and pile length in a subway shield section by VHSR method

[0057] Project overview: Obstacle survey data show that the pile foundation of a flyover (the part above the ground has been demolished) in the shield tunnel section of a subway is located within the tunnel body of the shield tunnel, but there are doubts, so the VHSR method is used to detect and find out. The bedrock surface was not revealed at the end hole 47.8m of the nearby detailed survey drilling hole MDZ3-29-34, and the main soil layers from top to bottom are miscellaneous fill, silty clay, silt, silty clay, silt, silty clay, sandy soil Strongly weathered granite.

[0058] Step 1: This VHSR method detection uses a three-component high-precision integrated digital seismograph, and arranges two-dimensional three-component geophone arrays at intervals of 0.5 to 1.5 m (see figure 2 ), collect surface micro-vibration signals for 10-15 minutes;

[0059] Step 2...

Embodiment 2

[0064] Example 2: VHSR method detection of artificial rockfill range in the range of foundation pit support in a construction site

[0065] Project overview: The survey data reveals the distribution characteristics of the main rock and soil layers in the survey area as follows: (1) Miscellaneous fill (local silty clay), silt (soil) mixed with sand, silt, silty clay, silt (soil) , silty clay, round breccia, crushed pebbles, silty soil, sandy strongly weathered, fragmented strongly weathered and moderately weathered tuff, etc., the bedrock is buried at a depth of about 45m. The planned road is on the edge of the survey area. During construction, local rock filling may invade the construction range of the foundation pit support and enclosure piles, which will affect the later construction of the foundation pit support and enclosure piles. Unfavorable geological bodies such as rockfill that may exist within the pile construction range are detected by the non-destructive VHSR metho...

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Abstract

The invention is a non-destructive detection method based on a micro-motion three-component spectral ratio VHSR and application. The method includes the following steps: S1, collecting a surface micro-vibration signal of a two-dimensional array; S2, calculating VHSR curves of data collected by all three-component detectors; S3, processing the VHSR curves of all measurement points by a self-developed MATLAB program to form two-dimensional VHSR curve contour maps or 3D slice maps; and S4, deducing and explaining an abnormal target body based on the abnormal features of the two-dimensional VHSR curve contour maps or 3D slice maps. The method is applied to detection of underground obstacles or bad geology impacting on engineering construction, such as pile foundations, caps, pipelines, artificial rockfills, hollows, and weak interlayers, within the shallow surface or overburden depth range in urban engineering construction. Therefore, the distribution range of underground obstacles and unfavorable geology can be checked accurately; the potential risks in the urban engineering construction like the shield and pipe jacking can be discovered in advance; and the major construction accidents can be avoided. The method has the great significance.

Description

technical field [0001] The invention relates to an engineering geophysical detection method, in particular to underground obstacles affecting engineering construction such as pile foundations, caps, pipelines, artificial rock filling, cavities, and weak interlayers within the depth range of shallow ground or covering layers in urban engineering construction. Non-destructive detection method and application based on micro-motion three-component spectral ratio VHSR for object or bad geological detection. Background technique [0002] In urban engineering construction, pile foundations, caps, pipes, artificial rock filling, cavities, weak interlayers, etc. within the shallow surface or the depth of the covering layer often affect or harm the engineering construction. For example, if an unexplored pile foundation is encountered during the tunneling of the shield machine, it will often seriously damage the shield machine, and even cause accidents such as spewing and landslides; w...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01V1/28G01V1/36
CPCG01V1/28G01V1/36
Inventor 刘宏岳殷勇刘俊龙黄佳坤张红梅林孝城林荣吴明和
Owner ARCHITECTURAL DESIGN INST FUKIEN PROV
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