WO2001023831A3 - Cable device for detecting and monitoring rock and soil displacement - Google Patents

Cable device for detecting and monitoring rock and soil displacement Download PDF

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Publication number
WO2001023831A3
WO2001023831A3 PCT/US2000/026470 US0026470W WO0123831A3 WO 2001023831 A3 WO2001023831 A3 WO 2001023831A3 US 0026470 W US0026470 W US 0026470W WO 0123831 A3 WO0123831 A3 WO 0123831A3
Authority
WO
WIPO (PCT)
Prior art keywords
cable
deformation
displacement
examined
time domain
Prior art date
Application number
PCT/US2000/026470
Other languages
French (fr)
Other versions
WO2001023831A2 (en
Inventor
James I Mathis
Original Assignee
James I Mathis
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from US09/627,687 external-priority patent/US6696974B1/en
Application filed by James I Mathis filed Critical James I Mathis
Priority to CA002351415A priority Critical patent/CA2351415A1/en
Priority to AU77194/00A priority patent/AU7719400A/en
Publication of WO2001023831A2 publication Critical patent/WO2001023831A2/en
Publication of WO2001023831A3 publication Critical patent/WO2001023831A3/en

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M11/00Testing of optical apparatus; Testing structures by optical methods not otherwise provided for
    • G01M11/08Testing mechanical properties
    • G01M11/083Testing mechanical properties by using an optical fiber in contact with the device under test [DUT]
    • G01M11/086Details about the embedment of the optical fiber within the DUT
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B11/00Measuring arrangements characterised by the use of optical techniques
    • G01B11/16Measuring arrangements characterised by the use of optical techniques for measuring the deformation in a solid, e.g. optical strain gauge
    • G01B11/18Measuring arrangements characterised by the use of optical techniques for measuring the deformation in a solid, e.g. optical strain gauge using photoelastic elements

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)
  • Force Measurement Appropriate To Specific Purposes (AREA)
  • Piles And Underground Anchors (AREA)
  • Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
  • Length Measuring Devices By Optical Means (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

A cable (104) composed of material capable of conducting light, sound, or electricity is inserted by appropriate means into a material to be examined. A portion of said cable (104) having predetermined parameters is fixed internally within the material. The cable (104) is equipped with anchors (103) that restrict movement within the material to be examined. Displacement or deformation of the material to be examined results in displacement and deformation of the sensor cable system. The anchors (103) preferably concentrate stress or deformation at specific points of the cable as the cable deforms. The anchors (103) may also allow movement of the cable (104) such that displacement and deformation of the cable within the material is reduced. Monitoring is conducted by attaching an appropriate test instrument (108) to said cable that utilizes time domain reflectometry techniques appropriate to the material composition and characteristics of the cable which may be optical time domain reflectometry (OTDR), electrical time domain reflectometry (TDR) or sound time domain reflectometry (SONAR). Said principles of examination or monitoring of the cable (104) determine location and magnitude of displacement and deformation of the cable within the material to be examined.
PCT/US2000/026470 1999-09-27 2000-09-27 Cable device for detecting and monitoring rock and soil displacement WO2001023831A2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CA002351415A CA2351415A1 (en) 1999-09-27 2000-09-27 Cable device for detecting and monitoring rock and soil displacement
AU77194/00A AU7719400A (en) 1999-09-27 2000-09-27 Cable device for detecting and monitoring rock and soil displacement

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
US15646199P 1999-09-27 1999-09-27
US60/156,461 1999-09-27
US09/627,687 US6696974B1 (en) 2000-07-28 2000-07-28 Cable device for detecting and monitoring rock and soil displacement
US09/627,687 2000-07-28

Publications (2)

Publication Number Publication Date
WO2001023831A2 WO2001023831A2 (en) 2001-04-05
WO2001023831A3 true WO2001023831A3 (en) 2002-01-17

Family

ID=26853206

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/US2000/026470 WO2001023831A2 (en) 1999-09-27 2000-09-27 Cable device for detecting and monitoring rock and soil displacement

Country Status (3)

Country Link
AU (1) AU7719400A (en)
CA (1) CA2351415A1 (en)
WO (1) WO2001023831A2 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2540252C1 (en) * 2013-08-13 2015-02-10 ЗАО "Лазер Солюшенс" Device for soil control
CN104949608A (en) * 2014-03-27 2015-09-30 江西飞尚科技有限公司 TDR slope monitor
US20160040527A1 (en) * 2014-08-06 2016-02-11 Baker Hughes Incorporated Strain locked fiber optic cable and methods of manufacture
CN108917634A (en) * 2018-06-08 2018-11-30 山东安达尔信息科技有限公司 A kind of laser rock mass measuring device of recoverable
CN113898410B (en) * 2021-09-26 2022-12-27 南京工业大学 Deep coal seam mining floor rock stratum fracture distribution space-time evolution dynamic monitoring method
CN114199679B (en) * 2021-12-09 2024-05-28 南京大学 Distributed in-situ test method for frozen soil multi-physical parameters based on optical fiber drawing
CN115597518B (en) * 2022-12-13 2023-04-07 山东科技大学 Rock-soil deformation monitor, system and measuring method based on optical fiber sensor

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0252222A (en) * 1988-08-17 1990-02-21 Nippon Steel Corp Landslide sensor using optical fiber and its disposing method
US5148017A (en) * 1990-06-12 1992-09-15 Strabab Bau-AG Apparatus for detecting changes of length in a medium employing different fiber length
JPH0634367A (en) * 1992-07-22 1994-02-08 Japan Aviation Electron Ind Ltd Topographical displacement sensor
US5750901A (en) * 1995-06-07 1998-05-12 Hughes Aircraft Company Optical fiber apparatus and method for measuring geological strains

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0252222A (en) * 1988-08-17 1990-02-21 Nippon Steel Corp Landslide sensor using optical fiber and its disposing method
US5148017A (en) * 1990-06-12 1992-09-15 Strabab Bau-AG Apparatus for detecting changes of length in a medium employing different fiber length
JPH0634367A (en) * 1992-07-22 1994-02-08 Japan Aviation Electron Ind Ltd Topographical displacement sensor
US5750901A (en) * 1995-06-07 1998-05-12 Hughes Aircraft Company Optical fiber apparatus and method for measuring geological strains

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 014, no. 223 (P - 1046) 11 May 1990 (1990-05-11) *
PATENT ABSTRACTS OF JAPAN vol. 018, no. 250 (P - 1736) 12 May 1994 (1994-05-12) *

Also Published As

Publication number Publication date
WO2001023831A2 (en) 2001-04-05
CA2351415A1 (en) 2001-04-05
AU7719400A (en) 2001-04-30

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