CN107515419A - The method of estimation and device of rock stability - Google Patents

The method of estimation and device of rock stability Download PDF

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Publication number
CN107515419A
CN107515419A CN201710740277.1A CN201710740277A CN107515419A CN 107515419 A CN107515419 A CN 107515419A CN 201710740277 A CN201710740277 A CN 201710740277A CN 107515419 A CN107515419 A CN 107515419A
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microseismic event
energy
working face
event
distribution
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CN107515419B (en
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任波
程关文
余国锋
高敏
薛俊华
李连崇
邓东生
杜振宇
余安徽
张鹏海
刘洪磊
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Pingan Coal Mining Exploitation Engineering Technology Institute Co Ltd
Dalian University of Technology
Ping An Coal Mine Gas Control National Engineering Research Center Co Ltd
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Pingan Coal Mining Exploitation Engineering Technology Institute Co Ltd
Dalian University of Technology
Ping An Coal Mine Gas Control National Engineering Research Center Co Ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V1/00Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/28Processing seismic data, e.g. for interpretation or for event detection
    • G01V1/288Event detection in seismic signals, e.g. microseismics

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  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
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  • Business, Economics & Management (AREA)
  • Acoustics & Sound (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Geophysics (AREA)
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Abstract

The present invention provides a kind of method of estimation and device of rock stability.This method includes:Obtain the temporal information and strength information of microseismic event;According to the temporal information and strength information of the microseismic event, the intensity distribution of the microseismic event is determined;Intensity distribution based on bimodal distribution model and the microseismic event, determine the Evolution of the high-energy microseismic event and low energy microseismic event in the microseismic event;According to the Evolution of the high-energy microseismic event and low energy microseismic event, the rock stability of working face is estimated.Method provided by the invention, the estimation of rock stability is realized, improve the accuracy of estimation, ensure Mine Safety in Production.

Description

The method of estimation and device of rock stability
Technical field
The present embodiments relate to the method for estimation and device in mining technique field, more particularly to rock stability.
Background technology
During coal mining, with the continuous extension of mine, under the influence of mine pressure and mining pressure, Rock mass can destroy at any time, cause the loss of personnel and property, therefore the stability of rock mass is estimated, can ensure ore deposit The safety in production on mountain, reduce the generation of mine accident.
At present, the method for the estimation of the stability of rock mass mainly has:Numerical simulation and displacement monitoring method.Clearly as The complexity of rock mass materials so that people are difficult thoroughly to recognize rock mass materials this structures, and the anisotropism of rock mass materials, makes in addition The mechanics parameter for obtaining rock mass materials is difficult to choose, and this stability for all estimating rock mass to numerical simulation brings difficulty.Displacement is supervised Survey method has important as a kind of main field monitoring method for being used to estimate rock stability to estimation rock stability Meaning, it is mainly using rock mass before destruction, and based on small deformation, rate of deformation is smaller, the stage Rock Slide Stability;Utilize rock Body is close to when destroying, and rate of deformation can increased, and the stage rock mass is gradually from stable state to instability status transition;Rock mass After destruction, rock mass deformation increases rapidly, the stage Instability of Rock Body.It is substantially from the angle of displacement, and research rock mass is from starting to become Shape to unstability overall process, so as to realize the judgement to rock stability.Due to the complexity of geological conditions, so that rock mass is in Existing different rock mass deformation rule, even occurs rock mass sometimes under conditions of very little deformation directly from stable state to unstability shape State changes, and is thus difficult with the displacement monitoring method of rock mass to judge rock stability.
Therefore, when estimating rock stability there is problems with prior art, it is difficult to realize to the rock in mining active process The accurate estimation of body stability.
The content of the invention
The present invention provides a kind of method of estimation and device of rock stability, to solve accurately estimate in the prior art The problem of counting the rock stability in mining active process.
On the one hand, the present invention provides a kind of method of estimation of rock stability, and methods described includes:
Obtain the temporal information and strength information of microseismic event;
According to the temporal information and strength information of the microseismic event, the intensity distribution of the microseismic event is determined;
Intensity distribution based on bimodal distribution model and the microseismic event, determines the high-energy in the microseismic event The Evolution of microseismic event and low energy microseismic event;
According to the Evolution of the high-energy microseismic event and low energy microseismic event, the Rock Slide Stability of working face is estimated Property.
On the other hand, the present invention provides a kind of estimation unit of rock stability, and described device includes:
Acquisition module, obtain the temporal information and strength information of microseismic event;
Estimation module, according to the temporal information and strength information of the microseismic event, determine the intensity of the microseismic event Distribution;Intensity distribution based on bimodal distribution model and the microseismic event, determine that the high-energy in the microseismic event is micro- The Evolution of shake event and low energy microseismic event;According to the evolution of the high-energy microseismic event and low energy microseismic event Rule, estimate the rock stability of working face.
The method of estimation and device of rock stability provided by the invention, pass through the microseismic event of collecting work face rock mass Temporal information and strength information, according to the temporal information and strength information of microseismic event, determine the Energy distribution of microseismic event, base In bimodal distribution model and microseismic event Energy distribution, determine that the evolution of high-energy microseismic event and low energy microseismic event is advised Rule, according to the Evolution of the high-energy microseismic event and low energy microseismic event, estimate the stability of working face rock mass, it is real Show the estimation of rock stability, improved the accuracy of estimation, ensure Mine Safety in Production.
Brief description of the drawings
Accompanying drawing herein is merged in specification and forms the part of this specification, shows the implementation for meeting the disclosure Example, and be used to together with specification to explain the principle of the disclosure.
Fig. 1 is a kind of method of estimation schematic flow sheet of rock stability provided in an embodiment of the present invention;
Fig. 2 is Microseismic monitoring system site layout project schematic diagram provided in an embodiment of the present invention;
Fig. 3 is the method for estimation schematic flow sheet of another rock stability provided in an embodiment of the present invention;
Fig. 4 is that schematic diagram is arranged at coal mine work area underground work station in Dong Jia rivers provided in an embodiment of the present invention;
Fig. 5 is newly-increased microseismic event number-energy profile on April 9 provided in an embodiment of the present invention to October 10;
Fig. 6 is newly-increased microseismic event number-moment magnitude distribution map on April 9 provided in an embodiment of the present invention to October 10;
Fig. 7 moves towards distribution for newly-increased microseismic event number on April 9 provided in an embodiment of the present invention to October 10 along working face Figure;
Fig. 8 is distributed for newly-increased microseismic event number on April 9 provided in an embodiment of the present invention to October 10 along working depth Figure;
Fig. 9 is a kind of estimation unit schematic diagram of rock stability provided in an embodiment of the present invention.
Pass through above-mentioned accompanying drawing, it has been shown that the clear and definite embodiment of the disclosure, will hereinafter be described in more detail.These accompanying drawings It is not intended to limit the scope of disclosure design by any mode with word description, but is by reference to specific embodiment Those skilled in the art illustrate the concept of the disclosure.
Embodiment
Here exemplary embodiment will be illustrated in detail, its example is illustrated in the accompanying drawings.Following description is related to During accompanying drawing, unless otherwise indicated, the same numbers in different accompanying drawings represent same or analogous key element.Following exemplary embodiment Described in embodiment do not represent all embodiments consistent with the disclosure.On the contrary, they be only with it is such as appended The example of the consistent apparatus and method of some aspects be described in detail in claims, the disclosure.
How to be solved to the technical scheme of technical scheme and the application with specifically embodiment below above-mentioned Technical problem is described in detail.These specific embodiments can be combined with each other below, for same or analogous concept Or process may repeat no more in certain embodiments.Below in conjunction with accompanying drawing, embodiments of the invention are described.
In embodiments of the present invention, when rock test piece is in low-stress state, now rock test piece sound emission is with small energy Based on event, the yardstick of micro- destruction in rock test piece is much smaller than the critical slope langth of rock test piece, and rock test piece is more stable;When Rock test piece is in high-stress state, and now it is rapid to send out energy acoustie emission event big for rock test piece sound, micro- broken in rock test piece Bad yardstick is close to or greater than the critical slope langth of rock test piece, rock test piece less stable, close to state of rupture.Therefore, The stability of rock test piece and big energy events generation rule are closely bound up.
Each vibrations that micro rupture is formed during Coal Exploitation is dynamic are referred to as a microseismic event, microseismic event bimodal distribution It is due to (low energy microseismic event and high-energy microseism thing caused by the mixing changed at random caused by two kinds of different phenomenons Part), the low energy microseismic event in the bimodal distribution model of microseismic event is by micro- destruction generation less than critical dimension, high energy Amount microseismic event is by micro- destruction generation more than critical dimension.The bimodal distribution rule of microseismic event is with loaded load Increase, a kind of inevitable phenomenon that the small yardstick micro rupture in rock mass inside changes to large scale micro rupture.Therefore bimodal distribution mould is utilized The Evolution of the big energy microseismic event of type analysis and small energy microseismic event, it is feasible that estimation is carried out to rock stability.
Embodiment one
Fig. 1 is a kind of flow chart of the embodiment 1 of the method for estimation of rock stability provided by the invention, as shown in figure 1, The method of the present embodiment includes:
S110, the temporal information and strength information for obtaining microseismic event.
In the present embodiment, Microseismic monitoring system is established on working face to be measured, can be spaced very short time constantly monitor it is micro- Shake event, or, can be with work to be measured in 24 hours uninterrupted continuous monitoring recovery process in order to improve the accuracy of estimation The microseismic event in face, obtain time, the strength information of microseismic event.
Wherein, working face is the first production scene of coal, is the job site of direct exploitation mineral or rock, with adopting Driving degree and to depths move.The Microseismic monitoring system being monitored to working face, as shown in Fig. 2 the microseism including underground passes Sensor, underground work station are data acquisition substation, the data storage server and data processing server of ground matrix section.Microseism passes Sensor typically can be that quality test of pile is used to gather Wave data, and the quantity of microseismic sensors can be according to specific operating mode It is configured, such as could be arranged to more than 6, wherein at least 4 microseismic sensors can accurately determines microseismic event Hypocentral location, remaining sensor can correct the precision of the microseismic event position data of first to fourth sensor acquisition.Cause This, when a microseismic event occurs, each sensor can collect Wave data in synchronization, be carried out to Wave data During processing, the Wave data reported of each sensor can be associated according to temporal information, so as to a microseism thing The spatial positional information that part occurs is confirmed, it is achieved thereby that microseismic event information accurately obtains.
Further, microseismic sensors arrangement basic principle can be:Track lane and return airway are moving towards direction along colliery It is in interlaced arrangement with depth direction;It is arranged in non-producing side;Microseismic sensors spacing is in 100m, office in track lane or return airway Portion's position sensor spacing is encrypted to 60m.Microseismic sensors are arranged in hard rock, are close to palisades;Microseismic sensors are in level Arranged with target area to be monitored staggeredly, is surround in vertical direction.Treated it should be noted that microseismic sensors are typically located at In the both sides tunnel for detecting working face, working face to be detected is surrounded so as to the positioning precision in working face to be detected Highest.In addition, microseismic sensors are arranged in hard rock by the way of shallow punching, therefore embodiments of the invention realize non-connect Touch, the information of microseismic event is obtained at a distance.
Specifically, using the microseismic event in Microseismic monitoring system monitoring face, include gathering the elastic wave of microseismic event Information, time, the intensity letter of microseismic event are being obtained by the data processing software on the data processing server of earth's surface Before breath, microseismic event can also be judged, and the elastic wave to collecting is filtered processing.It should be noted that The energy and moment magnitude of microseismic event are generally smaller, in various embodiments of the present invention, it is necessary to the microseismic event energy of monitoring It may range from 10-3-10-7Joule, so as to avoid monitoring other energy are larger caused by recovery activity shock event, Ensure the accuracy of acquisition microseismic event.
Further, time, the strength information of microseismic event are obtained using data processing software.Wherein, microseismic event Strength information can include microseismic event energy, microseismic event moment magnitude.
S120, temporal information and strength information according to the microseismic event, determine the intensity distribution of the microseismic event.
In the present embodiment, it is that the temporal information of periodic statistics microseismic event and strength information obtain the strong of microseismic event Degree distribution, specifically, cycle can be one day, one week or one month, and the present invention is not limited herein.
Alternatively, in the present embodiment, it was the cycle with one month, statistics increases microseismic event number and energy newly in one month, It is determined that increasing microseismic event number-Energy distribution newly in this month, obtain and increase microseismic event number-energy point in this month newly Butut.
In the present embodiment, measurement period can flexibly be set, therefore when rock mass is in compared with stable state, can be set In the longer cycle, when rock mass rock mass occurs and unstable state occurred, the shorter cycle is could be arranged to, ensure that rock mass is steady The real-time of qualitative estimation.
S130, the intensity distribution based on bimodal distribution model and the microseismic event, are determined in the microseismic event The Evolution of high-energy microseismic event and low energy microseismic event.
In the present embodiment, after the intensity distribution based on bimodal distribution model and the microseismic event, it is also necessary to really Determine the critical strength of high-energy microseismic event and low energy microseismic event.
Specifically, the bimodal model of microseismic event is due to two kinds of different phenomenons, i.e. high-energy microseismic event and low energy Caused by the mixing changed at random caused by amount microseismic event, two kinds of peak values of appearance on distribution map are embodied in, together When there is also low ebb, therefore by finding separation be assured that bimodal critical value.The intensity distribution of microseismic event is divided into Low energy microseismic event and high-energy microseismic event, in the case where working face is in stable, high-energy microseismic event is less, because This on newly-increased microseismic event number-energy profile (or newly-increased microseismic event number-moment magnitude distribution map), high energy peak Newly-increased microseismic event number is less, can be ignored, now distribution map appears as unimodal.But when working face appearance is unstable During situation, newly-increased high-energy microseismic event number increases, and the situation of bimodal distribution occurs.Therefore, monitoring that rock mass is micro- first Shake intensity distribution rule meets the cycle of bimodal distribution model, it is possible to determines high-energy microseismic event and low energy microseismic event Critical strength.
Carried out according to the critical strength can of high-energy microseismic event and low energy microseismic event for microseismic event Classification, the microseismic event that intensity is more than or equal to critical value are defined as high-energy microseismic event, and intensity is less than the micro- of critical strength Shake event is defined as low energy microseismic event.
Therefore, according to the critical strength of high-energy microseismic event and low energy microseismic event, it is possible to judge in the cycle Each microseismic event be high-energy microseismic event or low energy microseismic event, to obtain high-energy microseismic event and low energy The Evolution of microseismic event.
S140, the Evolution according to the high-energy microseismic event and low energy microseismic event, estimate the rock of working face Body stability.
Specifically, the Evolution of the high-energy microseismic event and low energy microseismic event can include following feelings substantially Condition:
The peak value of energy first for increasing microseismic event in cycle newly is higher than the second peak value, and the rock mass of working face, which is in, stablizes shape State;
The energy variation for increasing microseismic event in cycle newly is less than the second peak value for the first peak value, and working face rock mass is in shakiness Determine state.
Wherein, the range of energy distribution of the first peak value is less than critical strength.The range of energy distribution of second peak value is more than Critical strength.
A kind of method of estimation of the rock stability present embodiments provided, it is micro- by three-dimensional arrangement around working face Shake sensor so that at a distance to the accurate acquisition of microseismic event information;And by flexibly setting monitoring cycle microseism The real-time of event rock stability estimation, using based on bimodal distribution model, analysis high-energy microseismic event and energy microseism The Evolution of event, so as to estimate the stability of working face rock mass exactly.
Embodiment two
Fig. 3 is a kind of flow chart of the embodiment 2 of the method for estimation of rock stability provided by the invention, as shown in figure 3, The method of the present embodiment on the basis of the embodiment 1 further to working face in the stability of each region rock mass estimate, Therefore methods described also includes:
S150, obtain high-energy microseismic event spatial information.
Specifically, high-energy microseismic event spatial information gathers elastic wave when microseismic event occurs by microseismic sensors Information, gathered by underground work station to data processing server, using data processing software to micro- on data processing server The spatial information of shake event is obtained.
Specifically, the spatial information of high-energy microseismic event be high-energy microseismic event three-dimensional location coordinates, the three-dimensional Marker coordinates are obtained in data processing software by the legal positions of Geiger, and specific method is:By from a given initial point (testing site) approaches final result by iteration.Iteration each time, it is all based on least square method and calculates a modification vector Δ θ (Δ x, Δ y, Δ z, Δ t), vectorial Δ θ is added in the result (testing site) of last iteration, obtains a new testing site, so After judge whether this new testing site meets to require, if meeting to require, this point coordinates is required hypocentral location;It is if discontented It is sufficient then continue iteration.
Further, after the three-dimensional location coordinates of high-energy microseismic event are determined using Geiger methods, at data Manage the optimization in software and calculate theoretical method under the existing microseismic sensors arrangement condition of working face, high-energy microseismic event is three-dimensional Position coordinates error optimizes analysis, to obtain the three-dimensional location coordinates of more accurate high-energy microseismic event.
S160, according to the high-energy microseismic event spatial information, determine the space distribution rule of high-energy microseismic event.
Specifically, after the spatial information of high-energy microseismic event is got, determine to increase high-energy microseism thing in the cycle newly Part increases the high-energy microseismic event number vertically regularity of distribution newly along the working face horizontal direction regularity of distribution and in the cycle.
Alternatively, according to the spatial information of high-energy microseismic event, determine that increase event number in the cycle newly moves towards along working face The horizontal distribution rule in direction, obtain microseismic event and move towards (horizontal direction) distribution map along working face;According to high-energy microseism thing The spatial information of part, microseismic event is obtained along working depth direction (vertical direction) distribution map.
S170, the space distribution rule according to the high-energy microseismic event, estimate the rock in each region in the working face Body stability.
Specifically, the regularity of distribution and the relation in horizontal 3rd area of the working face according to microseismic event in the horizontal direction, it is determined that The stability of the upward rock mass of working face reclaimed water square;Three bands are erected with working face according to the regularity of distribution of the microseismic event in vertical direction Relation, determine the stability of rock mass in vertical direction in working face;According to rock stability in horizontal direction and Vertical Square Upward rock stability, determine the rock stability in each region in working face.
Wherein, horizontal 3rd area of working face refer to after being produced in coal seam that original original stress equilibrium state is by broken around goaf Bad, overlying rock moves to form horizontal 3rd area along direction of propulsion, is that rib supports the zone of influence, again absciss layer area, compacting zone respectively, its The middle rib support zone of influence is supported by wall, vertically moves small, is moved horizontally big;Absciss layer area, under vertical displacement greatly it is upper it is small formed from Layer;Again compacting zone, it is small big under vertical displacement, it is compacted again.It is violent with absciss layer area strata movement degree in 3rd area, its work Feature, shield is pushed away on face roof influences the balanced structure very big, area's disrupted bed formation is engaged, and can mitigate work face pressure Power, balanced structure unstability, working face will bear large-scale pressure effect.
Working face erects three bands and refers to after being produced in coal seam that original original stress equilibrium state is destroyed around goaf, on Rock stratum moves along aspect vertical direction, produces perpendicular three bands, is caving zone, fissure zone, warp damage, wherein fissure zone respectively Absciss layer, stretching crack are produced on caving zone, between rock stratum, global configuration is preferable, and the wide displacement of scope is small, general high 15- 70m;Warp damage, absciss layer and fracture do not occur substantially for rock stratum, but large area is slowly sunk.The formation of perpendicular three bands is basic On successively carry out from bottom to top.
The present embodiment calculates theoretical algorithm using optimization, the spatial information of accurate high-energy microseismic event is obtained, by height The distribution in the spatial information of energy microseismic event horizontal with working face 3rd area, perpendicular three bands is combined, and is adopted so as to further have estimated During each region rock mass of working face stability, realize the estimation of specific region rock stability.
Embodiment three
The reality of stability evaluation of rock mass of the embodiment of the present invention three with the working face of Dong Jia rivers colliery 22517 in mining active process Example illustrates the method for estimation of rock stability:
S110, the temporal information and strength information for obtaining microseismic event.
First, according to the concrete condition of the working face of Dong Jia rivers colliery 22517, the type and sensing of microseismic sensors are determined The particular location of device arrangement.The face length of Dong Jia rivers colliery 22517 is in 1200m or so, and width is in 180m or so, therefore microseism Sensor selects geophone, and the response frequency scope of geophone is 15Hz to 1000Hz, sensitivity 43.3V/m/ sec.Underground work station by the elastic wave signal that geophone collects by sending on the data processing server of earth's surface, Schematic diagram is arranged at the working face underground work station of Dong Jia rivers colliery 22517, as shown in figure 4, the working face of Dong Jia rivers colliery 22517 has 5 Individual underground work station, be respectively positioned at two underground work stations of transportation roadway and positioned at three underground work stations in track lane, its Two work stations of middle transportation roadway, which are realized, transmits the signal that the geophone in transportation roadway collects to earth's surface service On device, three work stations in track lane are realized to transmit the signal that the geophone in track lane collects to earth's surface and taken It is engaged on device;In addition, two underground work stations of transportation roadway are first connected to by optical fiber on three underground work stations in track lane, then Transmitted a signal to by the 1# underground works station in track lane on ground list server.It should be noted that the arrangement of microseismic sensors Position needs to combine monitoring purpose and geological condition further determines that.In the present embodiment, geophone is at least 6, its Middle at least four is used for gathering the elastic wave of microseismic event.
Secondly, using the microseismic event of working face to be measured in the uninterrupted continuous monitoring recovery process of Microseismic monitoring system 24h, Obtain time, the strength information of each microseismic event.What is directly collected due to geophone is elastic wave information, therefore is adopted The elastic wave information collected is handled with ESG data processing softwares.For the microseismic event elastic wave information collected It is filtered;Judge whether the energy of microseismic event is in 10 afterwards-3—10-7In the range of joule, to ensure to obtain microseismic event Accuracy, however, it is determined that be microseismic event, then the temporal information and intensity of microseismic event are then determined by ESG data processing softwares Information.
S120, temporal information and strength information according to the microseismic event, determine the intensity distribution of the microseismic event. In the present embodiment, it was the cycle with one month, the statistics working face of Dong Jia rivers colliery 22517 monthly increases microseismic event number-energy newly (moment magnitude) is distributed, and draws 2015.4.9-2015.10.10 as shown in Figure 5 and monthly increases microseismic event number-Energy distribution newly Figure, likewise, drawing 2015.4.9-2015.10.10 as shown in Figure 6 monthly increases microseismic event number newly.
S130, the intensity distribution based on bimodal distribution model and the microseismic event, are determined in the microseismic event The Evolution of high-energy microseismic event and low energy microseismic event.With 2015.4.9-2015.10.10 shown in Fig. 5 monthly Exemplified by newly-increased microseismic event number-energy profile, the distribution meets bimodal distribution model, in Figure 5, the sheet that April 9 counted The moon, there is obvious bimodal distribution in newly-increased microseismic event number-Energy distribution, i.e. the first peak value is higher than the second peak value, its In the first peak value be range of energy distribution corresponding to low energy microseismic event in 0-300J, the second peak value is high-energy microseism thing Range of energy distribution corresponding to part is in 300-30000J, it follows that in the present embodiment, critical strength 300J.
It should be noted that in the present embodiment, the microseismic event intensity distributions of 22517 working faces in first month just Through there is bimodal distribution, it is possible to determine critical strength in first month, in other cases, microseismic event is former Individual lunar rock body high energy concentrating amount microseismic event frequency is less, mainly based on low energy microseismic event, therefore microseismic event intensity Distribution is constantly in unimodal state in the past few months, can not now determine critical strength;But elapse over time, work as high energy Amount microseismic event frequency increases, when bimodal distribution occurs in microseismic event intensity distribution, it is possible to critical strength is determined, Therefore, when microseismic event intensity distribution bimodal distribution occurs first, it is possible to determine critical strength.
After 2015.4.9 Energy distribution determines the critical strength of 22517 working faces, continue to count 2015.4.9-2015.10.10 monthly increases microseismic event number-Energy distribution newly, it may be determined that 2015.4.9- as shown in Figure 5 2015.10.10 this 7 months microseismic event energy evolution rules.
S140, the Evolution according to the high-energy microseismic event and low energy microseismic event, estimate the rock of working face Body stability.As shown in figure 5, in the newly-increased microseismic event number-energy profile counted 2015.4.9 days, the first peak value is higher than Second peak value, illustrate that now rock mass is in stable state;2015.5.8 in the newly-increased microseismic event number-energy profile counted, It is slightly above the first peak value that second peak value is varied, the newly-increased microseismic event monthly counted from 2015.5.8-2015.10.10 As can be seen that being slightly above the first peak value until the peaks of 2015.10.10 second by the peak values of 2015.5.8 second in number-energy profile For value more than one times of height of the first peak value, i.e., the energy for monthly increasing microseismic event newly is distributed mainly on second in bimodal distribution model Corresponding to peak value in energy range, illustrate that unstable state has occurred in rock mass in the process.
S150, obtain high-energy microseismic event spatial information.ESG data processing softwares are using Geiger to microseismic event Focus is positioned, and final result is approached by iteration especially by from a given initial point (testing site).Each time Iteration, is all based on least square method and calculates modification vector Δ θ (Δ x, Δ y, Δ z, Δ t), vectorial Δ θ being added to last time and changed In the result (testing site) in generation, a new testing site is obtained, then judges whether this new testing site meets to require, if full Foot requires that this point coordinates is required hypocentral location;Continue iteration if being unsatisfactory for.
Further, after the three-dimensional location coordinates of high-energy microseismic event are determined using Geiger methods, at data Manage the optimization in software and calculate theoretical method under the existing microseismic sensors arrangement condition of working face, high-energy microseismic event is three-dimensional Position coordinates error optimizes analysis, to obtain the three-dimensional location coordinates of more accurate high-energy microseismic event.
S160, according to the high-energy microseismic event spatial information, determine the space distribution rule of high-energy microseismic event. High-energy microseismic event number and mining are monthly increased newly in 2015.4.9-2015.10.10 according to the working face of Dong Jia rivers colliery 22517 Progress, determine that 2015.4.9-2015.10.10 monthly increases high-energy microseismic event number newly and moves towards the regularity of distribution along working face, such as scheme Shown in 7, April 9, statistics was monthly about 780 in working face position corresponding to newly-increased high-energy microseismic event number along work EDS maps Rice, its microseismic event number peak value illustrate to release energy in the region along 750 meters of working face more;May 8, statistics monthly newly increased Working face position corresponding to energy microseismic event number along work EDS maps is about 745 meters, and its microseismic event number peak value explanation exists Released energy along 700 meters of region of working face more;June 4, statistics monthly increased high-energy microseismic event number newly along working face point Working face position is about 700 meters corresponding to cloth, and its microseismic event number peak value illustrates to discharge energy in the region along 650 meters of working face Measure more;July 9, statistics was monthly about working face position corresponding to newly-increased high-energy microseismic event number along work EDS maps 675 meters, its microseismic event number peak value illustrates to release energy in the region along 650 meters of working face more;August statistics on the 3rd is monthly new Working face position corresponding to increasing energy microseismic event number along work EDS maps is about 650 meters, and its microseismic event number peak value is said The bright region along 650 meters of working face releases energy more;September statistics on the 11st monthly increases high-energy microseismic event number newly along work Working face position is about 610 meters corresponding to EDS maps, and its microseismic event number peak value illustrates to release along the region of 650 meters of working face Exoergic amount is more;It is big to count monthly working face position corresponding to newly-increased high-energy microseismic event number along work EDS maps on October 10 General is 575 meters, and its microseismic event number peak value illustrates to release energy in the region along 650 meters of working face more.
Similarly, according to the working face of Dong Jia rivers colliery 22517, in 2015.4.9-2015.10.10, monthly newly-increased high-energy is micro- Event number and mining progress are shaken, it is deep along working face to determine that 2015.4.9-2015.10.10 monthly increases high-energy microseismic event number newly The regularity of distribution is spent, as shown in Figure 8.
S170, the space distribution rule according to the high-energy microseismic event, estimate the rock in each region in the working face Body stability.According to the regularity of distribution of microseismic event in the horizontal direction and the relation in horizontal 3rd area of the working face, working face is determined The stability of the upward rock mass of reclaimed water square;According to the regularity of distribution of the microseismic event in vertical direction and the pass of perpendicular three bands of working face System, determine the stability of rock mass in vertical direction in working face;According in rock stability in horizontal direction and vertical direction Rock stability, determine the rock stability in each region in working face.
Specifically, in the horizontal direction, as shown in fig. 7, high-energy microseism in 2015.4.9-2015.10.10 this seven months Event number moves towards the regularity of distribution along working face and is distributed mainly on 650 meters of working face monthly to increase releasing energy for microseismic event newly, In the areas of Ji Heng tri- in front of the support pressure peak of the rib support zone of influence 50 meters to rock stratum absciss layer area.
Further, in vertical direction, as shown in figure 8, high-energy is micro- in 2015.4.9-2015.10.10 this seven months Shake event number is distributed mainly on working face absolute altitude along the working depth regularity of distribution monthly to increase releasing energy for microseismic event newly 460 meters of position, in addition, the absolute altitude of common working face is 250 meters, therefore monthly increase releasing energy main point for microseismic event newly It is distributed in the bottom of warp damage in perpendicular three band.
Further, with reference to rock stability in rock stability in horizontal direction and vertical direction, i.e., in Dong Jiahe On the working face of colliery 22517, horizontal direction is 50 meters in front of the support pressure peak of the rib support zone of influence to rock stratum absciss layer area, Vertical direction is the bottom of warp damage, and the rock stability in this region is poor, close to state of rupture.
A kind of method of estimation of the rock stability present embodiments provided, it is micro- by three-dimensional arrangement around working face Shake sensor so that at a distance to the accurate acquisition of microseismic event information;And by flexibly setting monitoring cycle microseism The real-time of event rock stability estimation, using based on bimodal distribution model, analysis high-energy microseismic event and energy microseism The Evolution of event, so as to estimate the stability of working face rock mass exactly.And the present embodiment is calculated using optimization Theoretical algorithm, the spatial information of accurate high-energy microseismic event is obtained, by the spatial information of high-energy microseismic event and work The distribution in the areas of Mian Heng tri-, perpendicular three bands combines, so as to further have estimated the stabilization of each region rock mass of working face in mining active process Property, realize the estimation to specific region rock stability.
Example IV
Fig. 9 is a kind of schematic diagram of the estimation unit of rock stability provided by the invention, as shown in figure 9, the present embodiment Device include:
Acquisition module, obtain the temporal information and strength information of microseismic event;
Estimation module, according to the temporal information and strength information of the microseismic event, determine the intensity of the microseismic event Distribution;Intensity distribution based on bimodal distribution model and the microseismic event, determine that the high-energy in the microseismic event is micro- The Evolution of shake event and low energy microseismic event;According to the evolution of the high-energy microseismic event and low energy microseismic event Rule, estimate the rock stability of working face.
The estimation module is specifically used for:Intensity distribution based on bimodal distribution model and microseismic event, determines high energy Measure the critical strength of microseismic event and low energy microseismic event;
According to the critical strength, the Evolution of the high-energy microseismic event and low energy microseismic event is determined.
Face stabilizer is estimated according to the Evolution of high-energy microseismic event and low energy microseismic event, if high-energy The Evolution of microseismic event and low energy microseismic event is:
The first peak value for increasing the energy of microseismic event in cycle newly is higher than the second peak value, and the rock mass of the working face is in steady Determine state;
The energy variation for increasing microseismic event in cycle newly is less than the second peak value for the first peak value, at the rock mass of the working face In unstable state;
The range of energy distribution of first peak value is less than the critical strength, the Energy distribution model of second peak value Enclose and be more than the critical strength.
Alternatively, the acquisition module, it is additionally operable to obtain high-energy microseismic event spatial information;
Alternatively, the estimation module, it is additionally operable to, according to the high-energy microseismic event spatial information, determine that high-energy is micro- The space distribution rule of shake event;According to the space distribution rule of the high-energy microseismic event, estimate each in the working face The rock stability in region.
Alternatively, the regularity of distribution and the relation in horizontal 3rd area of the working face according to the microseismic event in the horizontal direction, Determine the stability of the upward rock mass of the working face reclaimed water square;According to the microseismic event vertical direction the regularity of distribution with The working face erects the relation of three bands, determines the stability of rock mass in vertical direction in the working face;According to the level side Rock stability in upward rock stability and the vertical direction, determine the Rock Slide Stability in each region in the working face Property.
The device of embodiment illustrated in fig. 9 accordingly can be used for performing rock stability in embodiment of the method shown in Fig. 1 and Fig. 2 The step of method of estimation performs, its implementing principle and technical effect is similar, and here is omitted.
A kind of rock stability estimation unit that the present embodiment provides, obtain three-dimensional arrangement microseism around working face and pass The microseismic event information of sensor collection;Using based on bimodal distribution model, analysis high-energy microseismic event and energy microseismic event Evolution, so as to estimate the stability of working face rock mass exactly, in addition the present embodiment provide device can obtain The spatial information of accurate high-energy microseismic event is taken, by the spatial information of high-energy microseismic event and horizontal 3rd area of working face, is erected The distributions of three bands combines, and so as to further have estimated the stability of each region rock mass of working face in mining active process, realizes pair The estimation of specific region rock stability.
One of ordinary skill in the art will appreciate that:Realizing all or part of step of above-mentioned each method embodiment can lead to The related hardware of programmed instruction is crossed to complete.Foregoing program can be stored in a computer read/write memory medium.The journey Sequence upon execution, execution the step of including above-mentioned each method embodiment;And foregoing storage medium includes:ROM, RAM, magnetic disc or Person's CD etc. is various can be with the medium of store program codes.
Those skilled in the art will readily occur to the disclosure its after considering specification and putting into practice invention disclosed herein Its embodiment.It is contemplated that cover any modification, purposes or the adaptations of the disclosure, these modifications, purposes or Person's adaptations follow the general principle of the disclosure and including the undocumented common knowledges in the art of the disclosure Or conventional techniques.Description and embodiments are considered only as exemplary, and the true scope of the disclosure and spirit are by following Claims are pointed out.
It should be appreciated that the precision architecture that the disclosure is not limited to be described above and is shown in the drawings, and And various modifications and changes can be being carried out without departing from the scope.The scope of the present disclosure is only limited by appended claims System.

Claims (10)

  1. A kind of 1. method of estimation of rock stability, it is characterised in that including:
    Obtain the temporal information and strength information of microseismic event;
    According to the temporal information and strength information of the microseismic event, the intensity distribution of the microseismic event is determined;
    Intensity distribution based on bimodal distribution model and the microseismic event, determine the high-energy microseism in the microseismic event The Evolution of event and low energy microseismic event;
    According to the Evolution of the high-energy microseismic event and low energy microseismic event, the rock stability of working face is estimated.
  2. 2. according to the method for claim 1, it is characterised in that methods described also includes:
    Obtain high-energy microseismic event spatial information;
    According to the high-energy microseismic event spatial information, the space distribution rule of high-energy microseismic event is determined;
    According to the space distribution rule of the high-energy microseismic event, the rock stability in each region in the working face is estimated.
  3. 3. according to the method for claim 1, it is characterised in that described to be based on bimodal distribution model and the microseismic event Intensity distribution, determine the Evolution of high-energy microseismic event and low energy microseismic event, specifically include:
    Intensity distribution based on bimodal distribution model and microseismic event, determines high-energy microseismic event and low energy microseismic event Critical strength;
    According to the critical strength, the Evolution of the high-energy microseismic event and low energy microseismic event is determined.
  4. 4. according to the method for claim 3, it is characterised in that described micro- according to the high-energy microseismic event and low energy The Evolution of shake event, estimate the rock stability of working face, specifically include:
    If the Evolution of the high-energy microseismic event and low energy microseismic event is:
    The first peak value for increasing the energy of microseismic event in cycle newly is higher than the second peak value, and the rock mass of the working face, which is in, stablizes shape State;
    The energy variation for increasing microseismic event in cycle newly is less than the second peak value for the first peak value, and the rock mass of the working face is in not Stable state;
    The range of energy distribution of first peak value is less than the critical strength, and the range of energy distribution of second peak value is big In the critical strength.
  5. 5. according to the method for claim 2, it is characterised in that advised according to the spatial distribution of the high-energy microseismic event Rule, estimate the rock stability in each region in the working face, including:
    According to the regularity of distribution of the microseismic event in the horizontal direction and the relation in horizontal 3rd area of the working face, the work is determined The stability of the upward rock mass of face reclaimed water square;
    The relation of three bands is erected in the regularity of distribution of vertical direction and the working face according to the microseismic event, determines the work In face in vertical direction rock mass stability;
    According to rock stability in rock stability in the horizontal direction and the vertical direction, determine in the working face The rock stability in each region.
  6. A kind of 6. estimation unit of rock stability, it is characterised in that including:
    Acquisition module, for obtaining the temporal information and strength information of microseismic event;
    Estimation module, for the temporal information and strength information according to the microseismic event, determine the intensity of the microseismic event Distribution;Intensity distribution based on bimodal distribution model and the microseismic event, determine that the high-energy in the microseismic event is micro- The Evolution of shake event and low energy microseismic event;According to the evolution of the high-energy microseismic event and low energy microseismic event Rule, estimate the rock stability of working face.
  7. 7. device according to claim 6, it is characterised in that
    The acquisition module, it is additionally operable to obtain high-energy microseismic event spatial information;
    The estimation module, it is additionally operable to, according to the high-energy microseismic event spatial information, determine the sky of high-energy microseismic event Between the regularity of distribution;According to the space distribution rule of the high-energy microseismic event, the rock mass in each region in the working face is estimated Stability.
  8. 8. device according to claim 6, it is characterised in that the estimation module is specifically used for:
    Intensity distribution based on bimodal distribution model and microseismic event, determines high-energy microseismic event and low energy microseismic event Critical strength;
    According to the critical strength, the Evolution of the high-energy microseismic event and low energy microseismic event is determined.
  9. 9. device according to claim 8, it is characterised in that the estimation module is specifically used for:
    Face stabilizer is estimated according to the Evolution of high-energy microseismic event and low energy microseismic event, if high-energy microseism The Evolution of event and low energy microseismic event is:
    The first peak value for increasing the energy of microseismic event in cycle newly is higher than the second peak value, and the rock mass of the working face, which is in, stablizes shape State;
    The energy variation for increasing microseismic event in cycle newly is less than the second peak value for the first peak value, and the rock mass of the working face is in not Stable state;
    The range of energy distribution of first peak value is less than the critical strength, and the range of energy distribution of second peak value is big In the critical strength.
  10. 10. device according to claim 7, it is characterised in that the estimation module is specifically used for:
    According to the regularity of distribution of the microseismic event in the horizontal direction and the relation in horizontal 3rd area of the working face, the work is determined The stability of the upward rock mass of face reclaimed water square;
    The relation of three bands is erected in the regularity of distribution of vertical direction and the working face according to the microseismic event, determines the work In face in vertical direction rock mass stability;
    According to rock stability in rock stability in the horizontal direction and the vertical direction, determine in the working face The rock stability in each region.
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