CN108801505A - The cell cube method and device that Disturbance stress measures - Google Patents

The cell cube method and device that Disturbance stress measures Download PDF

Info

Publication number
CN108801505A
CN108801505A CN201810599551.2A CN201810599551A CN108801505A CN 108801505 A CN108801505 A CN 108801505A CN 201810599551 A CN201810599551 A CN 201810599551A CN 108801505 A CN108801505 A CN 108801505A
Authority
CN
China
Prior art keywords
data processing
processing equipment
strain
sensing device
duct
Prior art date
Legal status (The legal status 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 status listed.)
Granted
Application number
CN201810599551.2A
Other languages
Chinese (zh)
Other versions
CN108801505B (en
Inventor
周辉
高阳
张传庆
何世海
石安池
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wuhan Institute of Rock and Soil Mechanics of CAS
PowerChina Huadong Engineering Corp Ltd
Original Assignee
Wuhan Institute of Rock and Soil Mechanics of CAS
PowerChina Huadong Engineering Corp Ltd
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
Application filed by Wuhan Institute of Rock and Soil Mechanics of CAS, PowerChina Huadong Engineering Corp Ltd filed Critical Wuhan Institute of Rock and Soil Mechanics of CAS
Priority to CN201810599551.2A priority Critical patent/CN108801505B/en
Publication of CN108801505A publication Critical patent/CN108801505A/en
Application granted granted Critical
Publication of CN108801505B publication Critical patent/CN108801505B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L1/00Measuring force or stress, in general
    • G01L1/04Measuring force or stress, in general by measuring elastic deformation of gauges, e.g. of springs
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L1/00Measuring force or stress, in general
    • G01L1/20Measuring force or stress, in general by measuring variations in ohmic resistance of solid materials or of electrically-conductive fluids; by making use of electrokinetic cells, i.e. liquid-containing cells wherein an electrical potential is produced or varied upon the application of stress
    • G01L1/22Measuring force or stress, in general by measuring variations in ohmic resistance of solid materials or of electrically-conductive fluids; by making use of electrokinetic cells, i.e. liquid-containing cells wherein an electrical potential is produced or varied upon the application of stress using resistance strain gauges

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Force Measurement Appropriate To Specific Purposes (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The cell cube method and device measured an embodiment of the present invention provides a kind of Disturbance stress, is related to ground field of measuring technique.By the way that strain measurement module to be mounted in the oblique perforative duct in the flexible deformation body, corresponding duct axis direction deformation is measured.The strain that elastic deformable body is calculated according to measurement result, to measure the Disturbance stress for obtaining sensing device place measurement point.It is easy to operate, it is more acurrate.

Description

The cell cube method and device that Disturbance stress measures
Technical field
The present invention relates to ground field of measuring technique, a kind of measured in particular to Disturbance stress cell cube method and Device.
Background technology
In recent years, China's underground space development is quickly grown, and is related to the every aspect of life development, including traffic tunnel Road, hydraulic tunnel, underground power house, subterranean laboratory, mine laneway, civil defence engineering etc..To ensure underground engineering construction and fortune The safety of row process needs the understanding for having clear and definite to the stress field evolutionary process of country rock overall process, therefore to crustal stress Measurement accuracy, measurement range, the measurement continuity of measurement have higher technology requirement.
General measuring method, such as hydraulic fracturing, stress relief method are single measurement stress of primary rock method, can not Record is measured to the change procedure of surrouding rock stress under disturbed conditions;Also the side of pre-buried pressure cell or stress meter is used in engineering Method records the change procedure of stress, but can only be directed to single direction or the stress of special component measure record, Wu Fashi The measurement of triple stress court in existing country rock;Liu Quansheng proposes that flow stress restores principle, and develops stress measurement device, due to surveying The limitation of principle is measured, geostress survey is only applicable to soft rock strata, and for non-soft rock strata, hole can't be at any time without accepting within limits Deformation is held back up to the stress of primary rock, and can reach stable under smaller deformation state, flow stress restores principle and is no longer applicable in.This Outside, flow stress restoring method is fixedly mounted using two sensors according to certain angle, measuring unit size it is larger (40~ 50cm), stress field of the surrounding rock, especially near field disturbance stress field, very big along concentration gradient during construction disturbance, rheology is answered Power restoring method measuring unit actually cannot achieve the stress state measurement to a single point.
Invention content
The cell cube method and device measured the purpose of the present invention is to provide a kind of Disturbance stress.The technology that the present invention takes Scheme is as follows:
In a first aspect, an embodiment of the present invention provides a kind of sensing device, including elastic deformable body.In the flexible deformation At least one oblique perforative duct is set in vivo.It is oblique perforative in each of at least one oblique perforative duct Strain measurement module is installed in duct.The strain measurement module is for measuring corresponding duct axis direction deformation.
Second aspect, an embodiment of the present invention provides a kind of Disturbance stress measuring systems, and the system comprises above-mentioned biographies Induction device and data processing equipment.The sensing device is connect with the data processing equipment.The sensing device is for being arranged In the measurement point in country rock.The data processing equipment, for obtaining the measurement point of the sensing device acquisition at least One duct strain value.The data processing equipment obtains the measurement point for being based at least one duct strain value The Disturbance stress value at place.
The third aspect, an embodiment of the present invention provides a kind of Disturbance stress measuring system mounting process, the mounting process Including:In roadway surrounding rock internal drilling to measurement point;Sensing device is set to the measurement point, records the peace of sensing device Fill angle;Strain measurement module in sensing device is connect by data line with the data processing equipment outside hole;Device to hole slip casting, is filled out Hole is sealed after full;After grout cures, data processing equipment reads the data of sensing device acquisition.
Fourth aspect, an embodiment of the present invention provides a kind of Disturbance stress measurement methods, are applied to above-mentioned Disturbance stress Measuring system.The system comprises sensing devices and data processing equipment.The sensing device connects with the data processing equipment It connects.The measurement point that the sensing device is used to be set in country rock.The method includes:Described in the data processing equipment obtains At least one duct strain value of the measurement point of sensing device acquisition;The data processing equipment is based on described at least one Duct strain value obtains the Disturbance stress value of the measurement point.
The cell cube method and device measured an embodiment of the present invention provides a kind of Disturbance stress, by by strain measurement module In the oblique perforative duct in the flexible deformation body, corresponding duct axis direction deformation is measured.It is tied according to measuring Fruit calculates the strain of elastic deformable body, to measure the Disturbance stress for obtaining sensing device place measurement point.It is easy to operate, it is more accurate Really.
Other features and advantages of the present invention will be illustrated in subsequent specification, also, partly be become from specification It is clear that by implementing understanding of the embodiment of the present invention.The purpose of the present invention and other advantages can be by saying what is write Specifically noted structure is realized and is obtained in bright book, claims and attached drawing.
Description of the drawings
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below will be to needed in the embodiment attached Figure is briefly described, it should be understood that the following drawings illustrates only certain embodiments of the present invention, therefore is not construed as pair The restriction of range for those of ordinary skill in the art without creative efforts, can also be according to this A little attached drawings obtain other relevant attached drawings.
Fig. 1 is a kind of structure chart of sensing device provided in an embodiment of the present invention;
Fig. 2 is 12 duct number schematic diagrames in a kind of sensing device provided in an embodiment of the present invention;
Fig. 3 is the structure diagram of Disturbance stress measuring system provided in an embodiment of the present invention;
Fig. 4 is sensing device scheme of installation in Disturbance stress measuring system mounting process provided in an embodiment of the present invention;
Fig. 5 is Disturbance stress measuring system provided in an embodiment of the present invention;
Fig. 6 is the flow chart of Disturbance stress measurement method provided in an embodiment of the present invention.
In figure:100- data processing equipments;200- sensing devices;210- elastic deformable bodies;The ducts 220-;300- disturbances are answered Force measuring system.
Specific implementation mode
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention In attached drawing, technical scheme in the embodiment of the invention is clearly and completely described, it is clear that described embodiment is A part of the embodiment of the present invention, instead of all the embodiments.The present invention being usually described and illustrated herein in the accompanying drawings is implemented The component of example can be arranged and be designed with a variety of different configurations.Therefore, below to the reality of the present invention provided in the accompanying drawings The detailed description for applying example is not intended to limit the range of claimed invention, but is merely representative of the selected implementation of the present invention Example.Based on the embodiments of the present invention, those of ordinary skill in the art are obtained without creative efforts Every other embodiment, shall fall within the protection scope of the present invention.
It should be noted that:Similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi It is defined, then it further need not be defined and explained in subsequent attached drawing in a attached drawing.Unless otherwise specific Regulation and restriction, term " setting ", " installation ", " connection " shall be understood in a broad sense, for example, it may be fixed electrical connection, it can also It is detachably to be electrically connected, or be integrally electrically connected;It can be mechanical electrical connection, can also be electric electrical connection;It can be direct phase Even, can also can be indirectly connected through an intermediary the connection inside two elements.For the ordinary skill people of this field For member, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Referring to Fig. 1, an embodiment of the present invention provides a kind of sensing device 200, including elastic deformable body 210, described At least one oblique perforative duct 220 is set in elastic deformable body 210.In at least one oblique perforative duct 220 Each of strain measurement module is installed in oblique perforative duct 220.The strain measurement module is for measuring corresponding aperture Road axis direction deformation.
Optionally, referring to Fig. 2, at least one oblique perforative duct 220 is 12 oblique perforative ducts, point Bian Hao not be 1,2,3,4,5,6,7,8,9,10,11 and 12.
Optionally, the strain measurement module may include resistance strain gage.Resistance strain gage passes through data line and data Processing unit connects.
A kind of sensing device provided in an embodiment of the present invention, by the way that strain measurement module is mounted on the elastic deformable body In interior oblique perforative duct, corresponding duct axis direction deformation is measured.Answering for elastic deformable body is calculated according to measurement result Become, to measure the Disturbance stress for obtaining sensing device place measurement point.It is easy to operate, it is more acurrate.
Referring to Fig. 3, an embodiment of the present invention provides a kind of Disturbance stress measuring system 300, the system comprises sensings Device 200 and data processing equipment 100.The sensing device 200 is connect with the data processing equipment 100.The sensing dress Set 200 measurement point for being set in country rock.The data processing equipment 100 is acquired for obtaining the sensing device 200 At least one duct strain value of the measurement point.The data processing equipment is answered for being based at least one duct Variate obtains the Disturbance stress value of the measurement point.
Optionally, at least one duct strain is 12 duct strain values, the data processing equipment, for being based on 12 duct strain values and preset equation group obtain 6 target strain values;The data processing equipment, for being based on 6 target strain values and preset elastic constitutive model model, obtain the Disturbance stress value of the measurement point.
Optionally, the preset elastic constitutive model model is σ=D ε, and the data processing equipment is used for 6 mesh It marks strain value to substitute into σ=D ε, obtains the Disturbance stress value of the measurement point;
Wherein,E, ν is preset constant, σxxyyzzxyxzyzFor Disturbance stress value, εxxyyzzxyxzyzFor 6 target strain values.
Optionally, preset equation group is:
In formula (1), ε1、ε2、ε3、ε4、ε5、ε6、ε7、ε8、ε9、ε10、ε11、ε12Respectively described 12 duct strain values, εxxyyzzxyxzyzFor 6 target strain values.
The data processing equipment is used to 12 ducts strain value substituting into formula (1), obtains 6 target strains Value.
Sensing device size is smaller, the Disturbance stress value of certain point in country rock can be measured, for country rock under disturbed conditions Mechanical response and failure law research and Stability Analysis of The Surrounding Rock provide data basis;As a result of the external measurement of data line, Can measured value be conveniently obtained in real time, be easy to field conduct;It can carry out long-term surrouding rock stress monitoring.
An embodiment of the present invention provides a kind of Disturbance stress measuring systems 300, and the system comprises 200 sum numbers of sensing device According to processing unit 100.The sensing device 200 is connect with the data processing equipment 100.The sensing device 200 is for setting The measurement point being placed in country rock.The data processing equipment 100, the measurement for obtaining the acquisition of the sensing device 200 At least one duct strain value at point.The data processing equipment obtains institute for being based at least one duct strain value State the Disturbance stress value of measurement point.It is easy to operate, it is more acurrate.
An embodiment of the present invention provides a kind of Disturbance stress measuring system mounting process, the mounting process includes:
In roadway surrounding rock internal drilling to measurement point;
Sensing device is set to the measurement point, records the setting angle of sensing device;
Strain measurement module in sensing device is connect by data line with the data processing equipment outside hole;
Device to hole slip casting, seals hole after filling up;
After grout cures, data processing equipment reads the data of sensing device acquisition.
Fig. 4 and Fig. 5 are please referred to, is the variation for accurately measuring country rock internal stress field, concrete mortar perfusion may be used Into hole, stabilization stress of the sensing device in hole is realized.In Fig. 4 and Fig. 5, s1 indicates that country rock, s2 indicate that hole, s3 indicate connection Bar, s4 indicate that sensing device 200 is set to the measurement point by data line in roadway surrounding rock internal drilling to measurement point;It passes Strain measurement module in induction device 200 is connect by data line with the data processing equipment 100 outside hole;Device to hole slip casting, is filled up Hole is sealed afterwards;After grout cures, data processing equipment reads the data of sensing device acquisition.Data processing equipment 100 wraps Include readout instrument.It adopted the above method to implement repeatedly to measure in for a long time, so that it may to obtain the development of in-situ stress data of the measurement point.
In the present embodiment, data processing equipment 100 may include memory, storage control, one or more processing Device and display module.Between memory, storage control, one or more processors and each element of display module directly or indirectly Ground is electrically connected, to realize the transmission or interaction of data.For example, between these elements can by one or more communication bus or Signal bus realizes electrical connection.
Memory can store various software programs and module, such as Disturbance stress measurement side provided by the embodiments of the present application Corresponding program instruction/the module of method.Processor is by running software program and module stored in memory, to execute The Disturbance stress measurement method in the embodiment of the present application is realized in various function application and data processing.
Memory can include but is not limited to random access memory (Random Access Memory, RAM), read-only to deposit Reservoir (Read Only Memory, ROM), programmable read only memory (Programmable Read-Only Memory, PROM), erasable read-only memory (Erasable Programmable Read-Only Memory, EPROM), electric erasable Read-only memory (Electric Erasable Programmable Read-Only Memory, EEPROM) etc..
Processor can be a kind of IC chip, have signal handling capacity.Above-mentioned processor can be general place Manage device, including central processing unit (Central Processing Unit, abbreviation CPU), network processing unit (Network Processor, abbreviation NP) etc.;It can also be digital signal processor (DSP), application-specific integrated circuit (ASIC), field-programmable Gate array (FPGA) either other programmable logic device, discrete gate or transistor logic, discrete hardware components.It can To realize or execute disclosed each method, step and the logic diagram in the embodiment of the present application.General processor can be micro- Processor or the processor can also be any conventional processor etc..
In the embodiment of the present invention, data processing equipment 100 can be PC (personal computer) computer, tablet The terminal devices such as computer, mobile phone, laptop, smart television, set-top box, car-mounted terminal.
Referring to Fig. 6, an embodiment of the present invention provides a kind of Disturbance stress measurement method, it is applied to above-mentioned Disturbance stress Measuring system, the system comprises sensing device and data processing equipment, the sensing device connects with the data processing equipment It connects, the measurement point that the sensing device is used to be set in country rock, the method includes:Step S600 and step S610.
Step S600:The data processing equipment obtains at least one hole of the measurement point of the sensing device acquisition Road strain value;
Step S610:The data processing equipment is based at least one duct strain value, obtains the measurement point Disturbance stress value.
At least one duct strain is 12 duct strain values, step S610, including:
The data processing equipment is based on 12 duct strain values and preset equation group, obtains 6 target strains Value;
The data processing equipment is based on 6 target strain values and preset elastic constitutive model model, obtains the survey Disturbance stress value at amount point.
The preset elastic constitutive model model is σ=D ε, and the data processing equipment is based on and preset elastic constitutive model mould Type obtains the Disturbance stress value of the measurement point, including:
The data processing equipment substitutes into 6 target strain values in σ=D ε, obtains the disturbance of the measurement point Stress value;
Wherein,E, ν is default normal Number, σxxyyzzxyxzyzFor Disturbance stress value, εxxyyzzxyxzyzFor 6 target strain values.
Preset equation group is:
In formula (1), ε1、ε2、ε3、ε4、ε5、ε6、ε7、ε8、ε9、ε10、ε11、ε12Respectively described 12 duct strain values, εxxyyzzxyxzyzFor 6 target strain values.
The data processing equipment is based on 12 duct strain values and preset equation group, obtains 6 target strains Value, including:
12 ducts strain value is substituted into formula (1) by the data processing equipment, obtains 6 target strain values.
The technique effect of Disturbance stress measurement method provided in an embodiment of the present invention, realization principle and generation and aforementioned system Embodiment of uniting is identical, and to briefly describe, embodiment of the method part does not refer to place, can refer in corresponding in aforementioned system embodiment Hold.
An embodiment of the present invention provides a kind of Disturbance stress measurement methods, are applied to above-mentioned Disturbance stress measuring system, The system comprises sensing device and data processing equipment, the sensing device is connect with the data processing equipment, the biography The measurement point that induction device is used to be set in country rock, the method includes:The data processing equipment obtains the sensing device At least one duct strain value of the measurement point of acquisition;The data processing equipment is based at least one duct strain Value, obtains the Disturbance stress value of the measurement point.It is easy to operate, it is more acurrate.
The above description is merely a specific embodiment, but scope of protection of the present invention is not limited thereto, any Those familiar with the art in the technical scope disclosed by the present invention, can easily think of the change or the replacement, and should all contain Lid is within protection scope of the present invention.Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims (10)

1. a kind of sensing device, which is characterized in that including elastic deformable body, be arranged in the flexible deformation body at least one oblique To perforative duct, strain is installed in the oblique perforative duct in each of at least one oblique perforative duct and is surveyed Module is measured, the strain measurement module is for measuring corresponding duct axis direction deformation.
2. sensing device according to claim 1, which is characterized in that at least one oblique perforative duct is 12 Oblique perforative duct.
3. sensing device according to claim 1, which is characterized in that the strain measurement module includes resistance strain gage.
4. a kind of Disturbance stress measuring system, which is characterized in that the system comprises biographies as described in any one of claims 1-3 Induction device and data processing equipment, the sensing device are connect with the data processing equipment, and the sensing device is for being arranged In the measurement point in country rock;
The data processing equipment, at least one duct strain of the measurement point for obtaining the sensing device acquisition Value;
The data processing equipment, for being based at least one duct strain value, the disturbance for obtaining the measurement point is answered Force value.
5. system according to claim 4, which is characterized in that at least one duct strain strains for 12 ducts Value, the data processing equipment obtain 6 target strains for being based on 12 duct strain values and preset equation group Value;
The data processing equipment obtains the survey for being based on 6 target strain values and preset elastic constitutive model model Disturbance stress value at amount point.
6. system according to claim 5, which is characterized in that the preset elastic constitutive model model is σ=D ε, the number According to processing unit the Disturbance stress value of the measurement point is obtained for substituting into 6 target strain values in σ=D ε;
Wherein,E, ν is preset constant, σxx, σyyzzxyxzyzFor Disturbance stress value, εxxyyzzxyxzyzFor 6 target strain values.
7. a kind of Disturbance stress measuring system mounting process, which is characterized in that the mounting process includes:
In roadway surrounding rock internal drilling to measurement point;
Sensing device is set to the measurement point, records the setting angle of sensing device;
Strain measurement module in sensing device is connect by data line with the data processing equipment outside hole;
Device to hole slip casting, seals hole after filling up;
After grout cures, data processing equipment reads the data of sensing device acquisition.
8. a kind of Disturbance stress measurement method, which is characterized in that be applied to such as claim 4-6 any one of them Disturbance stress Measuring system, the system comprises sensing device and data processing equipment, the sensing device connects with the data processing equipment It connects, the measurement point that the sensing device is used to be set in country rock, the method includes:
The data processing equipment obtains at least one duct strain value of the measurement point of the sensing device acquisition;
The data processing equipment is based at least one duct strain value, obtains the Disturbance stress value of the measurement point.
9. according to the method described in claim 8, it is characterized in that, at least one duct strain strains for 12 ducts Value, the data processing equipment are based at least one duct strain value, obtain the Disturbance stress value of the measurement point, wrap It includes:
The data processing equipment is based on 12 duct strain values and preset equation group, obtains 6 target strain values;
The data processing equipment is based on 6 target strain values and preset elastic constitutive model model, obtains the measurement point The Disturbance stress value at place.
10. according to claim 9 any one of them method, which is characterized in that the preset elastic constitutive model model is σ=D ε, the data processing equipment is based on and preset elastic constitutive model model, obtains the Disturbance stress value of the measurement point, including:
The data processing equipment substitutes into 6 target strain values in σ=D ε, obtains the Disturbance stress of the measurement point Value;
Wherein,E, ν is preset constant, σxx, σyyzzxyxzyzFor Disturbance stress value, εxxyyzzxyxzyzFor 6 target strain values.
CN201810599551.2A 2018-06-11 2018-06-11 The cell cube method and device of Disturbance stress measurement Active CN108801505B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810599551.2A CN108801505B (en) 2018-06-11 2018-06-11 The cell cube method and device of Disturbance stress measurement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810599551.2A CN108801505B (en) 2018-06-11 2018-06-11 The cell cube method and device of Disturbance stress measurement

Publications (2)

Publication Number Publication Date
CN108801505A true CN108801505A (en) 2018-11-13
CN108801505B CN108801505B (en) 2019-11-29

Family

ID=64085218

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810599551.2A Active CN108801505B (en) 2018-06-11 2018-06-11 The cell cube method and device of Disturbance stress measurement

Country Status (1)

Country Link
CN (1) CN108801505B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113624123A (en) * 2021-08-13 2021-11-09 中国科学院武汉岩土力学研究所 Three-dimensional strain measurement system based on three-dimensional printing technology and test method thereof
CN113758622A (en) * 2021-08-12 2021-12-07 华能澜沧江水电股份有限公司 Method for manufacturing disturbance stress sensor

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104729969A (en) * 2015-03-23 2015-06-24 中国电建集团华东勘测设计研究院有限公司 Surrounding rock stress disturbing degree test device
CN106526132A (en) * 2016-11-29 2017-03-22 广西大学 Experimental method for simulating strong-disturbance triggered rock burst of dike
CN106644206A (en) * 2016-11-03 2017-05-10 西南石油大学 Method for calculating surrounding rock pressure of shallow tunnel
CN106814407A (en) * 2017-01-05 2017-06-09 中国科学院武汉岩土力学研究所 The method that Three-dimensional Rock crustal stress is determined based on single borehole deformation measurement
CN107063525A (en) * 2017-06-25 2017-08-18 中国科学院武汉岩土力学研究所 A kind of fiber Bragg grating type six for deep soft rock stress measurement is to pressure sensor
CN107144380A (en) * 2016-08-25 2017-09-08 中国科学院武汉岩土力学研究所 The dynamic testing method of country rock disturbance stress field during constructing tunnel
CN107356356A (en) * 2017-06-27 2017-11-17 中国科学院武汉岩土力学研究所 The fiber grating surrouding rock stress monitoring device and monitoring system of a kind of high-survival rate

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104729969A (en) * 2015-03-23 2015-06-24 中国电建集团华东勘测设计研究院有限公司 Surrounding rock stress disturbing degree test device
CN107144380A (en) * 2016-08-25 2017-09-08 中国科学院武汉岩土力学研究所 The dynamic testing method of country rock disturbance stress field during constructing tunnel
CN106644206A (en) * 2016-11-03 2017-05-10 西南石油大学 Method for calculating surrounding rock pressure of shallow tunnel
CN106526132A (en) * 2016-11-29 2017-03-22 广西大学 Experimental method for simulating strong-disturbance triggered rock burst of dike
CN106814407A (en) * 2017-01-05 2017-06-09 中国科学院武汉岩土力学研究所 The method that Three-dimensional Rock crustal stress is determined based on single borehole deformation measurement
CN107063525A (en) * 2017-06-25 2017-08-18 中国科学院武汉岩土力学研究所 A kind of fiber Bragg grating type six for deep soft rock stress measurement is to pressure sensor
CN107356356A (en) * 2017-06-27 2017-11-17 中国科学院武汉岩土力学研究所 The fiber grating surrouding rock stress monitoring device and monitoring system of a kind of high-survival rate

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113758622A (en) * 2021-08-12 2021-12-07 华能澜沧江水电股份有限公司 Method for manufacturing disturbance stress sensor
CN113624123A (en) * 2021-08-13 2021-11-09 中国科学院武汉岩土力学研究所 Three-dimensional strain measurement system based on three-dimensional printing technology and test method thereof
CN113624123B (en) * 2021-08-13 2022-08-23 中国科学院武汉岩土力学研究所 Three-dimensional strain measurement system based on three-dimensional printing technology and test method thereof

Also Published As

Publication number Publication date
CN108801505B (en) 2019-11-29

Similar Documents

Publication Publication Date Title
CN102628716B (en) Method and device for testing geo-stress in deep soft rock based on flow stress restoration principle
Bilham et al. Surface creep on the North Anatolian fault at Ismetpasa, Turkey, 1944–2016
CN108801505B (en) The cell cube method and device of Disturbance stress measurement
US5377548A (en) Method of instrumenting an already erected concrete structure and the so-instrumented structure
CN108332706B (en) Underground double-sleeve probe for borehole strain measurement
CN107529615A (en) A kind of three-dimensional turbulence stress test method of face surrounding rock
Segalini et al. Underground landslide displacement monitoring: a new MMES based device
Ng et al. Investigation of passive failure and deformation mechanisms due to tunnelling in clay
CN105256786B (en) Cable-free static sounding equipment and using method thereof
CN108132114A (en) One kind is used for centrifugal model test tunnel model surface pressing harvester
Adamo et al. Dam safety: Use of instrumentation in dams
US11740371B2 (en) Device and method for measuring dynamic evolution of three-dimensional disturbed stress under mining disturbance
CN105738962B (en) Full tensor gradiometry device and measuring method
Li et al. Development of twin temperature compensation and high-level biaxial pressurization calibration techniques for CSIRO in-situ stress measurement in depth
CN205719324U (en) Multisection type temperature sensor
US3481189A (en) Strain gage measuring system
Weinmann et al. Pavement sensors used at accelerated pavement test facilities
CN208887564U (en) A kind of angle measurement unit
CN109269400A (en) A kind of angle measurement unit and its soil body strain regime test method
CN208059849U (en) A kind of double sleeve probes in the underground measured for borehole strain
CN115075309B (en) Pile shaft axial force and side friction resistance testing system and method
Bennett et al. Wireless MEMS-based in-place inclinometer-accelerometer array for real-time geotechnical instrumentation
KR101695268B1 (en) Apparatus for fault movement monitoring
Mills et al. In situ measurements of stress related elastic modulus variation using the ANZI strain cell
CN207278282U (en) Absolute strain testing device of GFRP (glass fiber reinforced plastics) bar anchor rod and mounting structure thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant