CN114199999A - Structural stress direction prediction method and device, terminal equipment and storage medium - Google Patents
Structural stress direction prediction method and device, terminal equipment and storage medium Download PDFInfo
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- G—PHYSICS
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- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
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Abstract
The embodiment of the application discloses a structural stress direction prediction method, a structural stress direction prediction device, terminal equipment and a storage medium, belongs to the technical field of engineering investigation and design, and can solve the problem of low test success rate in structural stress direction prediction in the prior art. The method comprises the following steps: performing ultrasonic imaging test on the drilled hole to obtain rock mass ultrasonic imaging data of the drilled hole; acquiring rock mass joint information of a drilled hole from rock mass ultrasonic imaging data; drawing a joint trend rose diagram according to the rock joint information; and determining the structural stress direction of the position of the drilled hole according to the joint trend rose diagram based on the Anderson stress theory.
Description
Technical Field
The present application relates to the field of engineering survey and design technologies, and in particular, to a structural stress direction prediction method, an apparatus, a terminal device, and a storage medium.
Background
At present, in the technical field of engineering investigation and design, the structural stress is one of important factors causing deformation and rock burst risks of weak surrounding rocks of rock masses, so that the structural stress needs to be measured in energy exploitation, underground large permanent linear engineering (such as railways, roads, diversion tunnels and the like) and large dam foundation construction of dams. The existing structural stress direction prediction method generally adopts a hydraulic fracturing method, firstly tests the structural stress direction of each drill hole, and predicts the structural stress direction of an area according to the obtained single-point structural stress direction.
However, the above-described structural stress direction prediction method has the following problems: the prediction of the structural stress direction depends on the testing of the impression, the drilling instrument can obtain the direction information of 1-2 testing points each time, and the trace printed on the surface of the impression rubber cylinder is easily ground by the hole wall in the drilling lifting process, so that the success rate is low, and time and labor are wasted.
Therefore, the conventional structural stress direction prediction method has the problem of low test success rate.
Disclosure of Invention
The embodiment of the application provides a method and a device for predicting a structural stress direction, terminal equipment and a storage medium, which are used for solving or at least partially solving the problem of low test success rate in structural stress direction prediction in the prior art.
In a first aspect of embodiments of the present application, a method for predicting a structural stress direction is provided, where the method includes: performing ultrasonic imaging test on the drilled hole to obtain rock mass ultrasonic imaging data of the drilled hole; acquiring rock mass joint information of a drilled hole from rock mass ultrasonic imaging data; drawing a joint trend rose diagram according to the rock joint information; and determining the structural stress direction of the position of the drilled hole according to the joint trend rose diagram based on the Anderson stress theory.
Optionally, based on the anderson stress theory, determining a formation stress direction of a position where the borehole is located according to the joint trend rose diagram, including: determining at least two advantageous jointing petals from the jointing trend rose diagram, wherein each advantageous jointing petal is a petal meeting the target condition in the jointing trend rose diagram; determining a structural stress direction according to at least two advantageous jointing petals based on the Anderson stress theory; wherein the target conditions are: the number of joints in the direction with the most joints in the petals is larger than the number of joints in any direction in other non-advantageous joints.
Optionally, before the joint trend rose diagram is drawn according to the rock mass joint information, the method further comprises: acquiring structural data of a target area where a drill hole is located, and determining a structural stress direction range of a first area of the target area according to the structural data; drawing the joint trend rose diagram according to the rock joint information, comprising: combining the rock mass joint information and the structural stress direction range of the first region, and drawing a joint trend rose diagram; wherein the configuration data includes at least one of: structural stress test data of the target area and structural geological data of the target area.
Optionally, after determining the formation stress direction of the position where the borehole is located according to the joint trend rose diagram based on the anderson stress theory, the method further includes: and determining a second region structural stress direction range of the target region by combining the structural stress directions of the positions of the plurality of different drill holes in the target region.
Optionally, before determining a second region formation stress direction range of the target region in combination with formation stress directions of a plurality of different drill holes in the target region, the method further comprises: acquiring structural data of a target area where a drill hole is located; determining a first region structural stress direction range of the target region according to the structural data; determining a second zone formation stress direction range of the target zone in combination with formation stress directions at locations of a plurality of different boreholes in the target zone, comprising: determining a structural stress direction range of a second region by combining structural stress directions of positions of a plurality of different drill holes in the target region and the structural stress direction range of the first region; wherein the configuration data includes at least one of: structural stress test data of the target area and structural geological data of the target area.
Optionally, the method does not define the properties of the borehole; wherein the attributes include at least one of: the bore diameter of the bore hole, the depth of the bore hole, and the integrity of the rock in the bore hole.
In a second aspect of the embodiments of the present application, there is provided a structural stress direction prediction apparatus, including: the device comprises an acquisition module, a drawing module and a determination module; the acquisition module is used for carrying out ultrasonic imaging test on the drilled hole and acquiring rock mass ultrasonic imaging data of the drilled hole; acquiring rock mass joint information of a drilled hole from rock mass ultrasonic imaging data; the drawing module is used for drawing the joint trend rose diagram according to the rock joint information; the determining module is used for determining the structural stress direction of the position of the drill hole according to the joint trend rose diagram based on the Anderson stress theory.
Optionally, the obtaining module is further configured to obtain construction data of a target area where the drill hole is located before the joint trend rose diagram is drawn according to the rock mass joint information; the determining module is further used for determining a first region structural stress direction range of the target region according to the structural data; the drawing module is specifically used for drawing a joint trend rose diagram by combining the rock joint information and the first region structure stress direction range; wherein the configuration data includes at least one of: structural stress test data of the target area and structural geological data of the target area.
Optionally, the determining module is specifically configured to determine at least two dominant joint petals from the joint-oriented rose diagram, where each dominant joint petal is a petal satisfying a target condition in the joint-oriented rose diagram; and determining a structural stress direction according to at least two dominant jointed petals based on the Anderson stress theory, wherein the target condition is that the number of jointed strips in the trend with the largest number of jointed strips in the petals is larger than the number of jointed strips in any trend in other non-dominant jointed petals.
Optionally, the determining module is further configured to determine a second region structural stress direction range of the target region by combining the structural stress directions of the positions of the plurality of different boreholes in the target region after determining the structural stress direction of the position of the borehole according to the joint trend rose diagram based on the anderson stress theory.
Optionally, the obtaining module is further configured to obtain structural information of a target area where the drill hole is located before determining a structural stress direction range of a second area of the target area in combination with structural stress directions of positions where a plurality of different drill holes are located in the target area; the determining module is further used for determining a first region structural stress direction range of the target region according to the structural data; determining a second region structural stress direction range of the target region by combining the structural stress directions of the positions of the plurality of different drill holes in the target region and the first region structural stress direction range, wherein the structural information comprises at least one of the following: structural stress test data of the target area and structural geological data of the target area.
Optionally, the properties of the borehole are not defined; wherein the attributes include at least one of: the bore diameter of the bore hole, the depth of the bore hole, and the integrity of the rock in the bore hole.
In a third aspect of the embodiments of the present application, a terminal device is provided, where the terminal device includes a processor, a memory, and a computer program stored on the memory and executable on the processor, and the computer program, when executed by the processor, implements the steps of the method for constructing stress direction prediction according to the first aspect.
In a fourth aspect of the embodiments of the present application, a computer-readable storage medium is provided, on which a computer program is stored, which when executed by a processor, implements the steps of a method for constructing a stress direction prediction method as in the first aspect.
In a fifth aspect of the embodiments of the present application, there is provided a chip, where the chip includes a processor and a communication interface, where the communication interface is coupled to the processor, and the processor is configured to execute program instructions to implement a method for constructing stress direction prediction according to the first aspect.
In the embodiment of the application, through carrying out the ultrasonic imaging test to the drilling, acquire the rock mass ultrasonic imaging data of drilling, acquire the rock mass joint information of drilling from the rock mass ultrasonic imaging data, draw joint trend rose diagram according to rock mass joint information again, at last based on the anderson stress theory, according to joint trend rose diagram, confirm the tectonic stress direction of drilling position. In the scheme, in the prediction process of the tectonic stress direction, the rock mass joint information of the drill hole is obtained through ultrasonic imaging test, the joint trend rose diagram is drawn according to the rock mass joint information, and finally, the tectonic stress direction of the position where the drill hole is located is determined according to the joint trend rose diagram based on the Anderson stress theory.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the following briefly introduces the embodiments and the drawings used in the description of the prior art, and obviously, the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained according to the drawings.
Fig. 1 is a schematic flow chart of a structural stress direction prediction method according to an embodiment of the present disclosure;
FIG. 2 is a schematic view of a joint oriented rose diagram provided in an embodiment of the present application;
FIG. 3 is a second schematic flow chart illustrating a structural stress direction prediction method according to an embodiment of the present application;
fig. 4 is a third schematic flow chart of a structural stress direction prediction method according to an embodiment of the present application;
FIG. 5 is a fourth flowchart illustrating a structural stress direction prediction method according to an embodiment of the present disclosure;
FIG. 6 is a fifth flowchart illustrating a method for predicting structural stress direction according to an embodiment of the present disclosure;
fig. 7 is a structural block diagram of a structural stress direction predicting apparatus according to an embodiment of the present disclosure;
fig. 8 is a block diagram of a terminal device according to an embodiment of the present application.
Detailed Description
The technical solutions in the embodiments of the present application will be described clearly below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some, but not all, embodiments of the present application. All other embodiments that can be derived by one of ordinary skill in the art from the embodiments given herein are intended to be within the scope of the present disclosure.
The terms first, second and the like in the description and in the claims of the present application are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It will be appreciated that the data so used may be interchanged under appropriate circumstances such that embodiments of the application may be practiced in sequences other than those illustrated or described herein, and that the terms "first," "second," and the like are generally used herein in a generic sense and do not limit the number of terms, e.g., the first term can be one or more than one. In addition, "and/or" in the specification and claims means at least one of connected objects, a character "/" generally means that a preceding and succeeding related objects are in an "or" relationship.
The tectonic stress direction prediction method provided in the embodiment of the application can be particularly applied to scenes such as a single-hole tectonic stress direction prediction scene, a regional tectonic stress direction prediction scene and the like, ultrasonic imaging tests are carried out on the drilled holes to obtain rock mass ultrasonic imaging data of the drilled holes, rock mass joint information of the drilled holes is obtained from the rock mass ultrasonic imaging data, a joint trend rosette is drawn according to the rock mass joint information, and finally, on the basis of the Anderson stress theory, the tectonic stress direction of the positions of the drilled holes is determined according to the joint trend rosette. The process is simple to operate, the hole wall cannot be damaged, the success rate is high, time and labor are saved, and the success rate of predicting the structural stress direction can be improved.
The terminal device in the embodiment of the application may be a mobile terminal device or a non-mobile terminal device. The mobile terminal device may be a mobile phone, a tablet computer, a notebook computer, a palm computer, a vehicle-mounted terminal device, a wearable device, an ultra-mobile personal computer (UMPC), a netbook or a Personal Digital Assistant (PDA), etc.; the non-mobile terminal device may be a Personal Computer (PC), a Television (TV), a teller machine, a self-service machine, or the like; the embodiments of the present application are not particularly limited.
The execution subject of the structural stress direction prediction method provided in the embodiment of the present application may be the terminal device (including a mobile terminal device and a non-mobile terminal device), or may also be a functional module and/or a functional entity capable of implementing the structural stress direction prediction method in the terminal device, which may be specifically determined according to actual use requirements, and the embodiment of the present application is not limited.
The structural stress direction prediction method provided by the embodiment of the present application is described in detail below with reference to the accompanying drawings through specific embodiments and application scenarios thereof.
As shown in fig. 1, a structural stress direction prediction method provided in the embodiment of the present application is exemplarily described below by taking an execution subject as a terminal device as an example. The method may include steps 101 to 104 described below.
101. And the terminal equipment carries out ultrasonic imaging test on the drilled hole and acquires rock mass ultrasonic imaging data of the drilled hole.
Optionally, the properties of the borehole are not defined; wherein the attributes include at least one of: the bore diameter of the bore hole, the depth of the bore hole, and the integrity of the rock in the bore hole.
It can be understood that the hole diameter of the drill hole, the depth of the drill hole and the rock integrity in the drill hole are not limited, and the drill hole can be an existing old drill hole or a newly drilled drill hole according to the test requirement; the new drilling hole does not require the aperture and depth of the drilling hole and the integrity of rock in the drilling hole, so that the drilling is easier and the operation is simpler; the old drill holes are available, operation is not needed, the drill holes can be directly used for measurement, and time and labor are saved; therefore, the operation of the ultrasonic imaging test is simpler, more time-saving and labor-saving.
It can be understood that the general structural stress test (such as the hydraulic fracturing method) has strict requirements on the aperture and the depth of a drill hole, if the drill hole is broken, the hydraulic fracturing method cannot obtain effective test data, so that the test success rate is low, but the ultrasonic imaging does not limit the property of the drill hole, namely the old drill hole can meet the measurement requirement, the newly drilled drill hole can also meet the requirement, the ultrasonic imaging cannot damage the drill hole, and the drill hole can be recycled, so that the test efficiency can be improved.
102. And the terminal equipment acquires rock mass joint information of the drilled hole from the rock mass ultrasonic imaging data.
The ultrasonic imaging of the same drill hole is continuously measured according to different depths, so that one drill hole can obtain multiple groups of data, and the more the data is, the more accurate the comprehensive analysis result is.
The joint is also called a crack, is a common tectonic geological phenomenon, and refers to a small fracture structure with two sides of rock mass not having obvious displacement after the rock mass is fractured under stress, and the rock mass joint has a close relation with tectonic stress. 103. And the terminal equipment draws a joint trend rose diagram according to the rock joint information.
It will be appreciated that the joint trend rose diagram reflects how many joints are in each direction. The greater the number of joints in one direction, the longer the line segment in the one direction in the joint progression rose diagram.
104. And the terminal equipment determines the structural stress direction of the position of the drilled hole according to the joint trend rose diagram based on the Anderson stress theory.
Optionally, two first dominant joints can be found from the joint trend rose diagram, namely the first dominant joint trend with the largest number of joints and the first dominant joint trend with the largest number of joints.
The Anderson stress theory means that the direction of the maximum main structure stress is consistent with the direction of an acute angle bisector of the dominant joint trend, and the direction of the minimum main structure stress is consistent with the direction of an obtuse angle bisector of the dominant joint trend. Therefore, based on the anderson stress theory, it can be found that the direction of the maximum principal structural stress in the embodiment of the present application is consistent with the directions of the two first dominant joint strike acute angle bisectors, and the direction of the minimum principal structural stress is consistent with the directions of the two first dominant joint strike obtuse angle bisectors.
For example, as shown in fig. 2, a joint-oriented rose diagram is shown, and it can be understood that the longer the length of the line segment drawn through the center of the semicircle in the joint-oriented rose diagram, the more the number of joints in the direction is. In the joint oriented rose diagram, the lengths of the line segment indicated by the mark "201" and the line segment indicated by the mark "202" are longer than those of other line segments, so that the line segment indicated by the mark "201" and the line segment indicated by the mark "202" are two first dominant joint orientations in the joint oriented rose diagram, further, based on anderson stress theory, an acute angle bisector can be obtained, in which the maximum principal structural stress direction is the two first dominant joint orientations, the minimum principal structural stress direction is an obtuse angle bisector of the two first dominant joint orientations, that is, the mark "203" indicates the maximum principal structural stress direction, and the mark "204" indicates the minimum principal structural stress direction, wherein the direction of the maximum principal structural stress is perpendicular to the direction of the minimum principal structural stress.
In the embodiment of the application, through carrying out the ultrasonic imaging test to the drilling, acquire the rock mass ultrasonic imaging data of drilling, acquire the rock mass joint information of drilling from the rock mass ultrasonic imaging data, draw joint trend rose diagram according to rock mass joint information again, at last based on the anderson stress theory, according to joint trend rose diagram, confirm the tectonic stress direction of drilling position. In the scheme, in the prediction process of the tectonic stress direction, the rock mass joint information of the drill hole is obtained through ultrasonic imaging test, the joint trend rose diagram is drawn according to the rock mass joint information, and finally, the tectonic stress direction of the position where the drill hole is located is determined according to the joint trend rose diagram based on the Anderson stress theory.
Optionally, with reference to fig. 1, as shown in fig. 3, the step 104 may be specifically implemented by the following steps 104a to 104 b.
104a, the terminal equipment determines at least two dominant joint petals from the joint-oriented rose diagram, wherein each dominant joint petal is a petal meeting the target condition in the joint-oriented rose diagram.
Wherein the target conditions are: the number of joints in the direction with the most joints in the petals is larger than the number of joints in any direction in other non-advantageous joints.
Illustratively, as shown in fig. 2, the petal indicated by the mark "205", the petal indicated by the mark "206" and the petal indicated by the mark "207" are included in the joint trend rose diagram, the wider the petal is, the larger the change range of the joint trend is, and the longer the line segment in a certain direction in the petal is, the larger the number of the joint strips in the direction is.
For example, as shown in fig. 2, the rosegram of the joint strike shows that the number of joints in the first joint strike corresponding to the 30 ° direction is maximum, and if there are 10 joints, the petal in the first joint strike is marked as a dominant joint petal a; the joints of the second joint moving direction corresponding to the 330-degree direction are shown on the rose diagram, the joints are arranged for a plurality of times, and if 8 joints exist, the petals in the second joint moving direction are marked as dominant joints B; petals A and B are two advantageous jointing petals.
104b, the terminal equipment determines a structural stress direction according to at least two dominant joint petals based on the Anderson stress theory.
And calculating the second advantageous joint trend of each advantageous joint petal according to the direction and the number of each joint in the advantageous joint petals.
Illustratively, the direction and number of joints in a dominant joint petal are: 3 for 10 °, 2 for 15 ° and 5 for 20 °, then the second dominant joint trend in the dominant joint petals should be: (10 × 3+15 × 2+20 × 5) ÷ (3+2+5) ÷ 16 °; another advantage is that the joint direction and number in the joint petals are respectively: 3 for 320 °, 3 for 330 °, 4 for 335 °, then the second dominant joint trend in the dominant joint petals should be: (320 × 3+330 × 3+335 × 4) ÷ (3+3+4) ═ 329 °; based on the anderson stress theory, it can be concluded that the maximum structural stress direction is an acute angle bisector of two second dominant joint trends (16 ° and 329 °), and the minimum main structural stress direction is an obtuse angle bisector of two second dominant joint trends (16 ° and 329 °), which are perpendicular to each other.
In the embodiment of the present application, a second advantageous joint trend in the advantageous joint petals may also be calculated by other calculation methods, which is not limited in the embodiment of the present application.
Optionally, with reference to fig. 1, as shown in fig. 4, before the step 103, the method for predicting the structural stress direction provided in the embodiment of the present application may further include the following steps 105 to 106, and the step 103 may be specifically implemented by the following step 103 a.
105. The terminal equipment acquires the structural data of the target area where the drill hole is located.
Wherein the configuration data includes at least one of: structural stress test data of the target area and structural geological data of the target area; the structural data may also include other geological data, and the embodiments of the present application are not limited. The structural data refers to structural data of the target area recorded previously, and reference may be made to the related description, which is not described herein again.
106. The terminal equipment determines a first area structural stress direction range of the target area according to the structural data.
The structural stress direction range may be a direction range, or may be a direction (structural stress trend).
It can be understood that the structural stress direction range of the first region refers to an existing structural stress direction range of a target region obtained by analyzing structural data of the target region, the structural stress direction range of the first region can be obtained by respectively expanding an upper limit and a lower limit of the existing structural stress direction range by a certain number of degrees, a specific expansion range is determined according to an actual situation of the region, and the embodiment of the present application is not limited; the first region structural stress direction range is determined in order to exclude a part of the joint directions which are not in the first region structural stress direction range when the joint trend rose diagram is drawn, so that the efficiency and the accuracy of the structural stress direction prediction can be improved.
103a, the terminal equipment combines rock mass joint information and the first region structure stress direction range to draw a joint trend rose diagram.
Illustratively, the range of the direction of the tectonic stress of the first region is 10 degrees to 20 degrees, if the direction of a certain joint in the rock body joint information acquired according to ultrasonic imaging is 50 degrees, the degree is not in the range of the direction of the tectonic stress of the first region, so that the data can be judged as invalid data and is not used when the rosette of the joint trend is drawn; invalid data similar to the above are eliminated, and then the joint trend rose diagram is drawn, so that the accuracy of the direction prediction of the structural stress can be improved.
Optionally, with reference to fig. 1, as shown in fig. 5, after the step 104, the method for predicting the structural stress direction provided in the embodiment of the present application may further include the following step 107.
107. And the terminal equipment determines the structural stress direction range of a second region of the target region according to the structural stress directions of the positions of the plurality of different drill holes in the target region.
Wherein, the steps 101 to 104 are executed for different drill holes for a plurality of times, and the structural stress direction of each drill hole in the target area is obtained.
Illustratively, there are three boreholes in the target region, the formation stress direction of borehole one is 20 °, the formation stress direction of borehole two is 23 °, the formation stress direction of borehole three is 25 °, and the formation stress direction of the second region ranges from 20 ° to 25 °.
In the embodiment of the application, the structural stress direction of the target area obtained by comprehensively analyzing a plurality of drill holes in the target area is more accurate.
Optionally, with reference to fig. 4, as shown in fig. 6, before the step 107, the method for predicting the structural stress direction provided in the embodiment of the present application may further include the following steps 108 to 109, and the step 107 may be specifically implemented by the following step 107 a.
108. The terminal equipment acquires the structural data of the target area where the drill hole is located.
Wherein the configuration data includes at least one of: structural stress test data of the target area and structural geological data of the target area.
109. The terminal equipment determines a first area structural stress direction range of the target area according to the structural data.
Wherein, the description of the stress direction range of the first region structure can refer to the step 103b mentioned above
The related description of the stress direction range of the first region structure is not repeated herein.
107a, the terminal equipment combines the structural stress direction ranges of the positions of a plurality of different drill holes in the target area and the structural stress direction range of the first area to determine a structural stress direction range of the second area.
Illustratively, the structural stress direction of the first region ranges from 10 ° to 20 °, and the structural stress direction of the drilled hole in the target region is 30 °, so that the drilled hole is invalid data for predicting the structural stress direction of the target region, and needs to be excluded, and excluding a part of the invalid data can improve the accuracy of the structural stress of the target region.
It will be appreciated that, under normal circumstances, the deviation between the structural stress direction range of the first zone and the resulting structural stress direction range of the location of the plurality of different boreholes in the target zone will not be too great, and if so, consideration should be given to whether the target zone has significant geological activity, such as earthquakes, collapse, landslide, etc.
In the embodiment of the present application, a plurality of structural stress direction prediction methods are provided, which may be specifically determined according to actual use requirements, and the embodiment of the present application is not limited. In the method, the ultrasonic imaging test is utilized for the structural stress test, the success rate of the test is high, the attributes such as the aperture, depth and integrity of the drill hole are not limited, and the structural stress direction of the existing old drill hole and the newly drilled drill hole can be measured, so that the method is simple to operate, time-saving and labor-saving; for a single borehole, multiple sets of data are obtained through continuous measurement, and accuracy of prediction of the structural stress direction is improved.
Fig. 7 is a block diagram illustrating a structure of a stress direction prediction apparatus according to an embodiment of the present application, and as shown in fig. 7, the stress direction prediction apparatus includes: an acquisition module 701, a drawing module 702 and a determination module 703; the acquisition module 701 is used for carrying out ultrasonic imaging test on the drilled hole and acquiring rock mass ultrasonic imaging data of the drilled hole; acquiring rock mass joint information of a drilled hole from rock mass ultrasonic imaging data; the drawing module 702 is used for drawing the joint trend rose diagram according to the rock joint information; the determining module 703 is configured to determine a structural stress direction of a position where the borehole is located according to the joint trend rose diagram based on the anderson stress theory.
Optionally, the obtaining module 701 is further configured to obtain construction data of a target area where the drill hole is located before drawing a joint trend rose diagram according to the rock joint information; the determining module 703 is further configured to determine a structural stress direction range of a first region of the target region according to the structural information; the drawing module 702 is specifically used for drawing a joint trend rose diagram by combining rock mass joint information and a first region structure stress direction range; wherein the configuration data includes at least one of: structural stress test data of the target area and structural geological data of the target area.
Optionally, the determining module 703 is specifically configured to determine at least two dominant joint petals from the joint-oriented rose diagram, where each dominant joint petal is a petal that meets the target condition in the joint-oriented rose diagram; determining a structural stress direction according to at least two advantageous jointing petals based on the Anderson stress theory; the target condition is that the number of joints in the direction with the largest number of joints in the petals is larger than the number of joints in any direction in other non-dominant joints.
Optionally, the determining module 702 is further configured to determine a second region structural stress direction range of the target region by combining the structural stress directions of the positions of the plurality of different boreholes in the target region after determining the structural stress direction of the position of the borehole according to the joint trend rose diagram based on the anderson stress theory.
Optionally, the obtaining module 701 is further configured to obtain structural information of a target region where a drill hole is located before determining a structural stress direction range of a second region of the target region by combining structural stress directions of positions where a plurality of different drill holes are located in the target region; the determining module 703 is further configured to determine a structural stress direction range of a first region of the target region according to the structural information; determining a second region structural stress direction range of the target region by combining the structural stress directions of the positions of the plurality of different drill holes in the target region and the first region structural stress direction range, wherein the structural information comprises at least one of the following: structural stress test data of the target area and structural geological data of the target area.
Optionally, the properties of the borehole are not defined; wherein the attributes include at least one of: the bore diameter of the bore hole, the depth of the bore hole, and the integrity of the rock in the bore hole.
In the embodiment of the present application, each module may implement the structural stress direction prediction method provided in the above method embodiment, and may achieve the same technical effect, and in order to avoid repetition, details are not repeated here.
In the embodiment of the present application, each module may implement the structural stress direction prediction method provided in the above method embodiment, and may achieve the same technical effect, and in order to avoid repetition, details are not repeated here.
An embodiment of the present application further provides a terminal device, as shown in fig. 8, where the terminal device may include: the processor 801, the memory 802, and the computer program stored in the memory 802 and capable of running on the processor 801 may implement each process of the structural stress direction prediction method provided by the above method embodiments when the computer program is executed by the processor 801, and may achieve the same technical effect, and in order to avoid repetition, details are not repeated here.
Embodiments of the present application provide a computer-readable storage medium, where a computer program is stored on the computer-readable storage medium, and when executed by a processor, the computer program implements each process of the malware identification method provided in the foregoing method embodiments, and can achieve the same technical effect, and in order to avoid repetition, details are not repeated here.
An embodiment of the present application further provides a computer program product, where the computer program product includes a computer instruction, and when the computer program product runs on a processor, the processor executes the computer instruction, so as to implement each process of malware identification provided in the foregoing method embodiment, and achieve the same technical effect, and in order to avoid repetition, details are not repeated here.
The embodiment of the present application further provides a chip, where the chip includes a processor and a communication interface, the communication interface is coupled to the processor, and the processor is configured to run a program or an instruction, so as to implement each process of the above malware identification embodiment, and achieve the same technical effect, and in order to avoid repetition, the details are not repeated here.
It should be understood that the chips mentioned in the embodiments of the present application may also be referred to as system-on-chip, system-on-chip or system-on-chip, etc.
In the several embodiments provided in the present application, it should be understood that the disclosed system, apparatus, server and method may be implemented in other ways. For example, the above-described apparatus embodiments are merely illustrative, and for example, a division of a unit is merely a logical division, and an actual implementation may have another division, for example, a plurality of units or components may be combined or integrated into another system, or some features may be omitted, or not executed. In addition, the shown or discussed mutual coupling or direct coupling or communication connection may be an indirect coupling or communication connection through some interfaces, devices or units, and may be in an electrical, mechanical or other form.
The units described as separate parts may or may not be physically separate, and parts displayed as units may or may not be physical units, may be located in one place, or may be distributed on a plurality of network units. Some or all of the units can be selected according to actual needs to achieve the purpose of the solution of the embodiment.
In addition, functional units in the embodiments of the present application may be integrated into one processing unit, or each unit may exist alone physically, or two or more units are integrated into one unit. The integrated unit can be realized in a form of hardware, and can also be realized in a form of a software functional unit.
The integrated unit, if implemented in the form of a software functional unit and sold or used as a stand-alone product, may be stored in a computer readable storage medium. Based on such understanding, the technical solution of the present application may be substantially implemented or contributed to by the prior art, or all or part of the technical solution may be embodied in a software product, which is stored in a storage medium and includes instructions for causing a computer device (which may be a personal computer, a server, or a network device) to execute all or part of the steps of the method of the embodiments of the present application. And the aforementioned storage medium includes: a U-disk, a removable hard disk, a Read-Only Memory (ROM), a Random Access Memory (RAM), a magnetic disk or an optical disk, and other various media capable of storing program codes.
The above embodiments are only used for illustrating the technical solutions of the present application, and not for limiting the same; although the present application has been described in detail with reference to the foregoing embodiments, it should be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions in the embodiments of the present application.
Claims (10)
1. A method for predicting a structural stress direction, comprising:
performing ultrasonic imaging test on the drilled hole to acquire rock mass ultrasonic imaging data of the drilled hole;
acquiring rock mass joint information of the drilled hole from the rock mass ultrasonic imaging data;
drawing a joint trend rose diagram according to the rock joint information;
and determining the structural stress direction of the position of the drill hole according to the joint trend rose diagram based on the Anderson stress theory.
2. The method of claim 1, wherein determining the formation stress direction at the location of the borehole from the joint trend roseogram based on Anderson stress theory comprises:
determining at least two advantageous jointing petals from the jointing trend rose diagram, wherein each advantageous jointing petal is a petal meeting target conditions in the jointing trend rose diagram;
determining the structural stress direction according to the at least two dominant joint petals based on the Anderson stress theory;
wherein the target conditions are: the number of joints in the direction with the most joints in the petals is larger than the number of joints in any direction in other non-advantageous joints.
3. The method according to claim 1 or 2, wherein before the step of drawing a jointed trend rose plot from the rock mass jointing information, the method further comprises:
acquiring structural data of a target area where the drill hole is located;
determining a first region structural stress direction range of the target region according to the structural data;
the step of drawing the joint trend rose diagram according to the rock mass joint information comprises the following steps:
combining the rock mass joint information and the first region structural stress direction range to draw the joint trend rose diagram;
wherein the configuration data comprises at least one of:
structural stress test data of the target area and structural geological data of the target area.
4. The method according to claim 1 or 2, wherein after determining the formation stress direction of the location of the borehole from the joint trend roseogram based on Anderson stress theory, the method further comprises:
and determining a second region structural stress direction range of the target region by combining the structural stress directions of the positions of the plurality of different drill holes in the target region.
5. The method of claim 4, wherein prior to determining a second zone formation stress direction range for the target zone in conjunction with formation stress directions for a plurality of different borehole locations in the target zone, the method further comprises:
acquiring structural data of a target area where the drill hole is located;
determining a first region structural stress direction range of the target region according to the structural data;
determining a second region structural stress direction range of the target region by combining structural stress directions of positions of a plurality of different drill holes in the target region, wherein the determining comprises the following steps:
determining a structural stress direction range of the second region by combining structural stress directions of positions of a plurality of different drill holes in the target region and the structural stress direction range of the first region;
wherein the configuration data comprises at least one of:
structural stress test data of the target area and structural geological data of the target area.
6. The method according to claim 1 or 2, wherein the properties of the borehole are not defined;
wherein the attribute comprises at least one of:
the bore diameter of the bore hole, the depth of the bore hole, and the integrity of the rock in the bore hole.
7. A structural stress direction predicting apparatus, comprising: the device comprises an acquisition module, a drawing module and a determination module;
the acquisition module is used for carrying out ultrasonic imaging test on the drilled hole and acquiring rock mass ultrasonic imaging data of the drilled hole; acquiring rock mass joint information of the drilled hole from the rock mass ultrasonic imaging data;
the drawing module is used for drawing the joint trend rose diagram according to the rock joint information;
the determining module is used for determining the structural stress direction of the position where the drill hole is located according to the joint trend rose diagram based on the Anderson stress theory.
8. The apparatus of claim 7, wherein the determining module is further configured to:
determining at least two advantageous jointing petals from the jointing trend rose diagram, wherein each advantageous jointing petal is a petal meeting target conditions in the jointing trend rose diagram;
determining the structural stress direction according to the at least two dominant joint petals based on the Anderson stress theory;
wherein the target conditions are: the number of joints in the direction with the most joints in the petals is larger than the number of joints in any direction in other non-advantageous joints.
9. A terminal device comprising a processor, a memory and a program or instructions stored on the memory and executable on the processor, the program or instructions when executed by the processor implementing the steps of constructing a stress direction prediction method according to any one of claims 1 to 6.
10. A readable storage medium, on which a program or instructions are stored, which when executed by a processor implement the steps of constructing a stress direction prediction method according to any one of claims 1 to 6.
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