Distribution type optical fibre measuring method and system for deep deformation of soil

A technology of distributed optical fiber and measurement system, applied in the direction of measurement device, using optical device, using optical device to transmit sensing components, etc. slot etc.

Inactive Publication Date: 2005-03-23
NANJING UNIV
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Problems solved by technology

[0003] When the deformation of the rock and soil intensifies and the curvature of the test conduit becomes larger, the mobile inclinometer cannot pass through the conduit and the monitoring is interrupted, which cannot meet the test requirements for large local deformation of the middle and late drilling
The mobile inclinometer requires the inner cavity of the inclinometer to be as smooth and regular as possible, and th...

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  • Distribution type optical fibre measuring method and system for deep deformation of soil
  • Distribution type optical fibre measuring method and system for deep deformation of soil
  • Distribution type optical fibre measuring method and system for deep deformation of soil

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Embodiment Construction

[0013] The present invention will be further described in detail below in conjunction with the accompanying drawings and the embodiments of the present invention completed according to the technical solutions, and the present invention is not limited to these embodiments.

[0014] The invention is a fixed measurement system for soil deformation, which relates to a method and system for monitoring deformation of deep rock and soil based on distributed optical fiber sensing technology, including the following steps:

[0015] 1) Two sensing optical fibers are arranged in parallel along the two grooves on the outer surface of the inclinometer tube, one is a tight-buffered fiber and the other is a loose-buffered fiber, respectively, to measure the strain and temperature on the outer surface of the inclinometer tube;

[0016] 2) Splice the tight-buffered optical fiber and loose-buffered optical fiber in the two grooves at the bottom of the tube respectively, and lead them out from th...

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Abstract

The invention is a fixed measuring method and system for earth deep distortion, the measuring system is made up of slant pipe, distributed fiber sensing channel, data collecting device, computer control model, and data processing model. It uses distributed fiber sensing technology based on self Brillouin dispersion theory, the sensing fibers are pasted on the external surface of the slant pipe, and then the slant pipe is embedded in the earth for measuring the distortion and shift of earth. When the deep earth moves, the earth drives the slant measuring pipe to generate distortion, the strain capacity of the external wall of the slant measuring pipe is changed, then uses BOTDR to measure the strain distribution of the fiber on the external wall of the slant measuring pipe directly, the collection process of data can be realized by computer control model, the data is induced into the data processing model by the computer control model, and the distortion quantity can be worked out according to a certain arithmetic, thus the distortion or shift of earth can be acquired.

Description

1. Technical field [0001] The invention belongs to the technical field of geotechnical engineering monitoring, and relates to a method and a measurement system for monitoring deep deformation of rock and soil bodies based on distributed optical fiber sensing technology. 2. Background technology [0002] At present, there are many methods for monitoring deformation of deep rock and soil. By laying inclinometers and using inclinometers to measure deformation of rock and soil, it is a common method for monitoring deformation of rock and soil engineering such as foundation pits and slopes. When the rock-soil mass moves, the inclinometer pipe buried in the rock-soil mass moves synchronously with the soil mass, and the displacement of the inclinometer pipe is the displacement of the rock-soil mass. Then, by inserting the inclinometer probe into the inclinometer pipe along the guide groove in the pipe, slowly sliding down, and measuring the inclination angle between the inclinomete...

Claims

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Application Information

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IPC IPC(8): G01B11/02G01B11/06G01D5/26
Inventor 施斌张丹丁勇崔何亮徐洪钟索文斌张巍高俊启刘杰王小明
Owner NANJING UNIV
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