Track main roadway ground stress test system

Abstract

The invention relates to the technical field of ground stress testing, in particular to a track main roadway ground stress testing system which comprises a data acquisition module, a drilling analysis module, a ground stress analysis module, an execution control module, an intelligent early warning module and a data storage module. According to the method, the drilling state information is obtained through analysis, when the drilling state information is abnormal, the corresponding abnormal item and the corresponding drilling control information are obtained based on the drilling state value, and control execution is performed according to the drilling control information; automatic drilling adjustment is carried out when high-strength and high-frequency vibration and impact abnormity occurs in drilling, and low efficiency caused by human factors is avoided; according to the method, the crustal stress state and the control state are obtained by monitoring the drilling control execution and testing the crustal stress data, and early warning execution is performed according to the corresponding state, so that related personnel can master abnormal information in time, and normal operation of the system and normal operation of drilling control are ensured.

Description

Technical Field

[0001] The invention relates to the technical field of ground stress testing, and in particular to a ground stress testing system for a track tunnel. Background Art

[0002] The track tunnel is a large tunnel used for laying tracks in underground mines, coal mines and other underground projects to transport materials such as ore and coal, as well as the passage of personnel and equipment. It is an important part of the underground transportation system. Its size is usually large and can meet the operating requirements of locomotive-drawn mine cars and other transportation equipment. The normal operation of the track tunnel is crucial to the production efficiency and safety of the entire underground project. The test of the ground stress in the track tunnel is of great significance to ensure the safety and stability of the tunnel, optimize the construction plan, prevent geological disasters and improve production efficiency. Therefore, in mines and underground projects, the ground stress test should be highly valued to ensure the accuracy and reliability of the test results.

[0003] At present, before conducting ground stress testing on rail tunnels, it is necessary to drill holes in the tunnels and install sensors. However, when the drill bit encounters hard points in the rock or changes in geological structure during the drilling process, sudden high-intensity, high-frequency vibrations and impacts will occur. These vibrations and impacts will propagate in the rock in the form of waves, causing serious disturbances to the rock. Therefore, operators are required to judge and change the drilling strategy based on the status of the drilling when drilling, which is greatly affected by human factors and has low efficiency. Summary of the invention

[0004] The present invention provides a track tunnel ground stress testing system for solving the above-mentioned technical problems.

[0005] A first aspect of the present invention provides a track tunnel geostress testing system, comprising a data acquisition module, a drilling analysis module, a geostress analysis module, an execution control module, an intelligent early warning module and a data storage module.

[0006] A data acquisition module, used for acquiring drilling data parameters and ground stress data and sending the drilling data and ground stress data to the data storage module;

[0007] The drilling data generated during the drilling process is collected through the built-in sensors of the drilling equipment. The drilling data includes drilling parameter data and drilling detection data. The drilling parameter data includes the drilling speed, drilling pressure, drilling depth and drilling diameter during the drilling process. The drilling detection data includes the vibration intensity, impact intensity and temperature value of the drill bit.

[0008] The geostress data of the track tunnel are collected by stress measuring instruments installed in the borehole. The geostress data include geostress component information and geological model data; the geostress components include horizontal geostress values, vertical geostress values ​​and stress values ​​in all directions; the geological model data include geological structure information and rock mechanical property parameters.

[0009] The drilling analysis module is used to obtain drilling data, identify the drilling data, obtain drilling parameter data and drilling detection data, analyze the drilling parameter data and drilling detection data to obtain drilling status information. When the drilling status information is abnormal, the corresponding abnormal items are obtained based on the drilling status value, and the abnormal items include excessive vibration, excessive impact and slow drilling speed; the corresponding drilling control information is obtained according to the abnormal items, and the drilling control information is sent to the execution control module.

[0010] As a further improvement of the present invention, the drilling parameter data and the drilling detection data are analyzed, and the specific analysis method is as follows:

[0011] The drilling position corresponding to the drilling parameter data is obtained, the rock characteristics corresponding to the drilling position in the data storage module are obtained, and the rock characteristics are identified to obtain the influencing characteristics of the corresponding rock, the influencing characteristics include but are not limited to low hardness rock, high brittle rock, and fault rock; the influencing characteristics corresponding to the drilling position are counted to obtain the number of influencing characteristics.

[0012] The drilling parameter data is identified to obtain the drilling speed, drilling pressure and drilling depth of the drilling process; the drilling speed and drilling pressure corresponding to the drilling process are detected to obtain the drilling speed and drilling pressure corresponding to each moment, and the corresponding drilling speed curve and drilling pressure curve are obtained according to the drilling speed and drilling pressure corresponding to each moment, and the drilling speed curve slope of the drilling speed curve corresponding to each moment is obtained, and a pre-set drilling speed standard slope interval is obtained, and each drilling speed curve slope is matched with the drilling speed standard slope interval, and the drilling speed curve slope exceeding the drilling speed standard slope interval is marked as an abnormal drilling speed slope; the drilling pressure curve slope corresponding to each moment is obtained according to the drilling pressure curve, and a pre-set drilling pressure standard slope interval is obtained, and each drilling pressure curve slope is matched with the drilling pressure standard slope interval, and the drilling pressure curve slope exceeding the drilling pressure standard slope interval is marked as an abnormal drilling pressure slope; the abnormal drilling speed slope and the abnormal drilling pressure slope are added and summed to obtain the drilling speed difference value.

[0013] Get the drilling depth corresponding to the current drilling process, and get the preset depth of the corresponding drilling, calculate the ratio of the drilling depth to the preset depth to get the drilling progress, extract the drilling time corresponding to the drilling progress, divide the drilling time into multiple standard time periods, get the drilling progress of each standard time period, get the pre-set drilling progress threshold, when the drilling progress corresponding to the standard time period is less than the drilling progress threshold, calculate the difference between the drilling progress and the drilling progress threshold to get the drilling progress difference, when the drilling speed slows down, it may mean that harder rock or an area with complex geological structure is encountered.

[0014] As a further improvement of the present invention, the drilling detection data includes the vibration intensity and impact intensity of the drill bit. Based on the vibration intensity data, a series of discrete detection time points are obtained, and the corresponding acceleration values ​​are measured. The formula is used Calculate the root mean square acceleration a rms ; Among them, a i It is represented as the acceleration value corresponding to the i-th measurement moment, n is represented as the number of data, and the values ​​of n and i are both positive integers; the angular frequency corresponding to the vibration is obtained, the vibration displacement amplitude is obtained by calculating the ratio of the root mean square acceleration and the angular frequency, and the preset upper limit of the displacement amplitude is obtained. When the vibration displacement amplitude is greater than the upper limit of the displacement amplitude, the corresponding vibration displacement amplitude is marked as the vibration impact value; a series of discrete detection time points represent multiple detection time points distributed at equal or unequal intervals.

[0015] The impact intensity is analyzed to obtain the corresponding impact process in the drilling process, and the start time and end time of the impact process are obtained. The duration of the impact process is divided into multiple impact time points, and the impact intensity of each impact time point is obtained. According to the multiple impact time points and the corresponding impact intensity, the corresponding impact force variation function with time is obtained, and the variation function is recorded as F(t); using the formula An impact energy value E corresponding to the impact process is calculated, and an energy threshold corresponding to the impact energy value is obtained. When the impact energy value is greater than the energy threshold, the portion of the impact energy value exceeding the energy threshold is marked as an impact impact value.

[0016] An ellipse is constructed with the values ​​of the influencing characteristic number and the drilling speed difference value as the major and minor axes of the ellipse. A straight line perpendicular to the ellipse is drawn with the center of the ellipse as the starting point, and the length of the straight line is equal to the value of the vibration impact value. A circle is then constructed with the endpoint of the straight line as the center and the value of the impact impact value as the radius. A frustum is then constructed with the ellipse, the straight line and the circle. The volume of the frustum is calculated and the value of the volume is marked as the drilling status value. When the drilling status value is greater than the preset threshold, the corresponding drilling status information is generated as the drilling status abnormality.

[0017] The geostress analysis module is used to obtain the geostress data of the track tunnel and analyze the geostress data to obtain geostress test information, obtain the geostress state based on the geostress test information, generate corresponding geostress warning information when the geostress state is abnormal, and send the geostress warning information to the intelligent warning module.

[0018] As a further improvement of the present invention, the geostress data is analyzed, and the specific analysis method is as follows:

[0019] The geostress data is identified to obtain geostress component information and geological model data; the geostress component information includes horizontal stress values ​​and vertical stress values, the maximum horizontal stress value and the minimum horizontal stress value corresponding to the horizontal stress value are obtained, the maximum horizontal stress value and the minimum horizontal stress value are calculated by difference to obtain the horizontal stress fluctuation value, similarly, the vertical stress fluctuation value corresponding to the vertical stress is obtained, the horizontal stress fluctuation value and the vertical stress fluctuation value are calculated by difference to obtain the stress loss mean value, the stress loss mean value is divided into multiple loss mean value intervals, each loss mean value interval corresponds to an loss mean influence value, and the current corresponding stress loss mean value is matched with multiple loss mean value intervals to obtain the corresponding loss mean influence value.

[0020] The geological structure information and rock mechanical property parameters are obtained according to the geological model data; the geological structure information of the stress test area is identified to obtain the corresponding key structures, which include but are not limited to fault structures, fold structures, and joint structures; the activity information of the key structures corresponding to the preset test time period is obtained, and the corresponding activity intensity is obtained according to the activity information. When the activity intensity is greater than the preset threshold, the corresponding activity information is marked as a high-risk activity, and the ratio of the number of high-risk activities to the length of the corresponding test time period is calculated to obtain the high-risk activity probability value.

[0021] The rock mechanical properties include elastic modulus and Poisson's ratio, and the stress values ​​in the x, y, and z directions are obtained. The generalized Hooke's law is used and the formula Calculate the rock strain value ε in the corresponding direction x ; where ε x is the strain value in the x direction, E is the elastic modulus, υ is the Poisson's ratio, σ x , σ y , σ z They are expressed as stress values ​​in the x, y, and z directions respectively; the strain values ​​in each direction are calculated respectively. When the strain value is greater than the preset strain threshold, the part of the strain value greater than the strain threshold is marked as the strain influence value, and the strain influence values ​​corresponding to each direction are calculated and summed to obtain the total strain influence value.

[0022] A rectangle is constructed with the values ​​of the uneven impact value and the high-risk activity probability value as the long side and the wide side of the rectangle, and then a straight line perpendicular to the rectangle is drawn with the center of gravity of the rectangle as the starting point. The length of the straight line is equal to the value of the total strain shadow value, and then a quadrangular pyramid is constructed with the rectangle and the straight line. The volume of the quadrangular pyramid is calculated and the value of the volume is marked as the ground stress state value. When the ground stress state value is greater than the preset threshold, the corresponding ground stress state information is generated as ground stress state anomaly.

[0023] The execution control module is used to receive drilling control information, perform control execution according to the drilling control information, and obtain execution results. The control state is obtained by analyzing the execution results. When the control state is abnormal, corresponding control warning information is generated, and the control warning information is sent to the intelligent warning module; the execution results are analyzed. When the execution result is no response or the corresponding control effect fails, the corresponding control state is marked as control failure, and control warning information is generated based on the control execution corresponding to the control failure.

[0024] The intelligent early warning module is used to receive geostress early warning information and control early warning information, generate geostress early warning notification according to the geostress early warning information, and execute early warning; identify the control early warning information to obtain specific control execution, generate corresponding control early warning notification according to the specific control execution, and execute early warning.

[0025] The data storage module is used to store drilling data and ground stress data, and to store drilling control information, ground stress warning information and control warning information.

[0026] Compared with the prior art, the technical solution provided by the present invention has the following beneficial effects:

[0027] 1. The present invention obtains drilling status information by analyzing drilling parameter data and drilling detection data. When the drilling status information is abnormal, a corresponding abnormal item is obtained based on the drilling status value, and corresponding drilling control information is obtained according to the abnormal item. Control execution is performed according to the drilling control information, so that automatic drilling adjustment is performed when high-intensity, high-frequency vibration and impact abnormalities occur in the drilling, thereby avoiding the inefficiency of human factors.

[0028] 2. The present invention obtains the ground stress state and the control state by monitoring the execution of drilling control and testing the ground stress data, and performs early warning execution according to the corresponding state, so that relevant personnel can grasp the abnormal information in time and ensure the normal operation of the system and the normal operation of drilling control. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the following briefly introduces the drawings required for use in the description of the embodiments. The following drawings are not intentionally scaled to the actual size, and the focus is on illustrating the main purpose of the present application.

[0030] Figure 1 It is a principle block diagram of the present invention;

[0031] Figure 2 It is a curve diagram of the drilling speed curve at time and the drilling pressure curve at time. DETAILED DESCRIPTION

[0032] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0033] For ease of understanding, the specific process of the embodiment of the present invention is described below. Figure 1-2 In an embodiment of the present invention, an embodiment of a track tunnel ground stress testing system includes: a data acquisition module, a drilling analysis module, a ground stress analysis module, an execution control module, an intelligent early warning module and a data storage module.

[0034] The data acquisition module collects drilling data parameters and ground stress data and sends the drilling data and ground stress data to the data storage module;

[0035] The drilling data generated during the drilling process is collected through the built-in sensors of the drilling equipment. The drilling data includes drilling parameter data and drilling detection data. The drilling parameter data includes the drilling speed, drilling pressure, drilling depth and drilling diameter during the drilling process. The drilling detection data includes the vibration intensity, impact intensity and temperature value of the drill bit.

[0036] The geostress data of the track tunnel are collected by stress measuring instruments installed in the borehole. The geostress data include geostress component information and geological model data; the geostress components include horizontal geostress values, vertical geostress values ​​and stress values ​​in all directions; the geological model data include geological structure information and rock mechanical property parameters.

[0037] The drilling analysis module acquires the drilling data, identifies the drilling data to obtain drilling parameter data and drilling detection data, analyzes the drilling parameter data and drilling detection data to obtain drilling status information. When the drilling status information is abnormal, corresponding abnormal items are obtained based on the drilling status value, and the abnormal items include excessive vibration, excessive impact and slow drilling speed; corresponding drilling control information is obtained according to the abnormal items, and the drilling control information is sent to the execution control module.

[0038] The drilling parameter data and drilling detection data are analyzed, and the specific analysis method is as follows:

[0039] The drilling position corresponding to the drilling parameter data is obtained, the rock characteristics corresponding to the drilling position in the data storage module are obtained, and the rock characteristics are identified to obtain the influencing characteristics of the corresponding rock, the influencing characteristics include but are not limited to low hardness rock, high brittle rock, and fault rock; the influencing characteristics corresponding to the drilling position are counted to obtain the number of influencing characteristics.

[0040] The drilling parameter data is identified to obtain the drilling speed, drilling pressure and drilling depth of the drilling process; the drilling speed and drilling pressure corresponding to the drilling process are detected to obtain the drilling speed and drilling pressure corresponding to each moment, and the corresponding drilling speed curve and drilling pressure curve are obtained according to the drilling speed and drilling pressure corresponding to each moment, and the drilling speed curve slope of the drilling speed curve corresponding to each moment is obtained, and a pre-set drilling speed standard slope interval is obtained, and each drilling speed curve slope is matched with the drilling speed standard slope interval, and the drilling speed curve slope exceeding the drilling speed standard slope interval is marked as an abnormal drilling speed slope; the drilling pressure curve slope corresponding to each moment is obtained according to the drilling pressure curve, and a pre-set drilling pressure standard slope interval is obtained, and each drilling pressure curve slope is matched with the drilling pressure standard slope interval, and the drilling pressure curve slope exceeding the drilling pressure standard slope interval is marked as an abnormal drilling pressure slope; the abnormal drilling speed slope and the abnormal drilling pressure slope are added and summed to obtain the drilling speed difference value.

[0041] Get the drilling depth corresponding to the current drilling process, and get the preset depth of the corresponding drilling, calculate the ratio of the drilling depth to the preset depth to get the drilling progress, extract the drilling time corresponding to the drilling progress, divide the drilling time into multiple standard time periods, get the drilling progress of each standard time period, get the pre-set drilling progress threshold, when the drilling progress corresponding to the standard time period is less than the drilling progress threshold, calculate the difference between the drilling progress and the drilling progress threshold to get the drilling progress difference, when the drilling speed slows down, it may mean that harder rock or an area with complex geological structure is encountered.

[0042] The drilling detection data is identified to obtain the vibration intensity and impact intensity of the drill bit; based on the vibration intensity data, a series of discrete detection time points are obtained, and the corresponding acceleration values ​​are measured, and the formula is used to calculate the vibration intensity and impact intensity of the drill bit. Calculate the root mean square acceleration a rms ; Among them, a i It is represented as the acceleration value corresponding to the i-th measurement moment, n is represented as the number of data, and the values ​​of n and i are both positive integers; the angular frequency corresponding to the vibration is obtained, the vibration displacement amplitude is obtained by calculating the ratio of the root mean square acceleration and the angular frequency, and the preset upper limit of the displacement amplitude is obtained. When the vibration displacement amplitude is greater than the upper limit of the displacement amplitude, the corresponding vibration displacement amplitude is marked as the vibration impact value; a series of discrete detection time points represent multiple detection time points distributed at equal or unequal intervals.

[0043] The impact intensity is analyzed to obtain the corresponding impact process in the drilling process, and the start time and end time of the impact process are obtained. The duration of the impact process is divided into multiple impact time points, and the impact intensity of each impact time point is obtained. According to the multiple impact time points and the corresponding impact intensity, the corresponding impact force variation function with time is obtained, and the variation function is recorded as F(t); using the formula An impact energy value E corresponding to the impact process is calculated, and an energy threshold corresponding to the impact energy value is obtained. When the impact energy value is greater than the energy threshold, the portion of the impact energy value exceeding the energy threshold is marked as an impact impact value.

[0044] An ellipse is constructed with the values ​​of the influencing characteristic number and the drilling speed difference value as the major and minor axes of the ellipse. A straight line perpendicular to the ellipse is drawn with the center of the ellipse as the starting point, and the length of the straight line is equal to the value of the vibration impact value. A circle is then constructed with the endpoint of the straight line as the center and the value of the impact impact value as the radius. A frustum is then constructed with the ellipse, the straight line and the circle. The volume of the frustum is calculated and the value of the volume is marked as the drilling status value. When the drilling status value is greater than the preset threshold, the corresponding drilling status information is generated as the drilling status abnormality.

[0045] The geostress analysis module obtains the geostress data of the track tunnel and analyzes the geostress data to obtain geostress test information, obtains the geostress state based on the geostress test information, generates corresponding geostress warning information when the geostress state is abnormal, and sends the geostress warning information to the intelligent warning module.

[0046] The ground stress data is analyzed in the following specific way:

[0047] The geostress data is identified to obtain geostress component information and geological model data; the geostress component information includes horizontal stress values ​​and vertical stress values, the maximum horizontal stress value and the minimum horizontal stress value corresponding to the horizontal stress value are obtained, the maximum horizontal stress value and the minimum horizontal stress value are calculated by difference to obtain the horizontal stress fluctuation value, similarly, the vertical stress fluctuation value corresponding to the vertical stress is obtained, the horizontal stress fluctuation value and the vertical stress fluctuation value are calculated by difference to obtain the stress loss mean value, the stress loss mean value is divided into multiple loss mean value intervals, each loss mean value interval corresponds to an loss mean influence value, and the current corresponding stress loss mean value is matched with multiple loss mean value intervals to obtain the corresponding loss mean influence value.

[0048] The geological structure information and rock mechanical property parameters are obtained according to the geological model data; the geological structure information of the stress test area is identified to obtain the corresponding key structures, which include but are not limited to fault structures, fold structures, and joint structures; the activity information of the key structures corresponding to the preset test time period is obtained, and the corresponding activity intensity is obtained according to the activity information. When the activity intensity is greater than the preset threshold, the corresponding activity information is marked as a high-risk activity, and the ratio of the number of high-risk activities to the length of the corresponding test time period is calculated to obtain the high-risk activity probability value.

[0049] The rock mechanical properties include elastic modulus and Poisson's ratio, and the stress values ​​in the x, y, and z directions are obtained. The generalized Hooke's law is used and the formula Calculate the rock strain value ε in the corresponding direction x ; where ε x is the strain value in the x direction, E is the elastic modulus, υ is the Poisson's ratio, σ x , σ y , σ z They are expressed as stress values ​​in the x, y, and z directions respectively; the strain values ​​in each direction are calculated respectively. When the strain value is greater than the preset strain threshold, the part of the strain value greater than the strain threshold is marked as the strain influence value, and the strain influence values ​​corresponding to each direction are calculated and summed to obtain the total strain influence value.

[0050] A rectangle is constructed with the values ​​of the uneven impact value and the high-risk activity probability value as the long side and the wide side of the rectangle, and then a straight line perpendicular to the rectangle is drawn with the center of gravity of the rectangle as the starting point. The length of the straight line is equal to the value of the total strain shadow value, and then a quadrangular pyramid is constructed with the rectangle and the straight line. The volume of the quadrangular pyramid is calculated and the value of the volume is marked as the ground stress state value. When the ground stress state value is greater than the preset threshold, the corresponding ground stress state information is generated as ground stress state anomaly.

[0051] The execution control module receives the drilling control information and performs control execution according to the drilling control information, and obtains the execution result. The control state is obtained by analyzing the execution result. When the control state is abnormal, the corresponding control warning information is generated, and the control warning information is sent to the intelligent warning module; the execution result is analyzed. When the execution result is no response or the corresponding control effect fails, the corresponding control state is marked as control failure, and the control warning information is generated based on the control execution corresponding to the control failure.

[0052] The intelligent early warning module receives the geostress early warning information and the control early warning information, generates a geostress early warning notification according to the geostress early warning information, and executes the early warning; identifies the control early warning information to obtain specific control execution, generates a corresponding control early warning notification according to the specific control execution, and executes the early warning.

[0053] The data storage module stores drilling data and ground stress data, and stores drilling control information, ground stress warning information and control warning information.

[0054] As described above, the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit the same. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that the technical solutions described in the aforementioned embodiments may still be modified, or some of the technical features thereof may be replaced by equivalents. However, these modifications or replacements do not deviate the essence of the corresponding technical solutions from the spirit and scope of the technical solutions of the embodiments of the present invention.

Claims

1. A track tunnel ground stress testing system, comprising a data acquisition module and a data storage module, characterized in that: Also includes: A drilling analysis module is used to obtain drilling data, identify the drilling data, obtain drilling parameter data and drilling detection data, analyze the drilling parameter data and drilling detection data to obtain drilling status information, and when the drilling status information is abnormal, obtain the corresponding abnormal item based on the drilling status value, obtain the corresponding drilling control information according to the abnormal item, and send the drilling control information to the execution control module; The geostress analysis module is used to obtain the geostress data of the track tunnel and analyze the geostress data to obtain geostress test information, obtain the geostress state based on the geostress test information, generate corresponding geostress warning information when the geostress state is abnormal, and send the geostress warning information to the intelligent warning module; An execution control module is used to receive drilling control information, perform control execution according to the drilling control information, and obtain execution results, obtain control status by analyzing the execution results, generate corresponding control warning information when the control status is abnormal, and send the control warning information to the intelligent warning module; The intelligent early warning module is used to receive geostress early warning information and control early warning information, generate geostress early warning notification according to the geostress early warning information, and execute early warning; identify the control early warning information to obtain specific control execution, generate corresponding control early warning notification according to the specific control execution, and execute early warning.

2. A track tunnel ground stress testing system according to claim 1, characterized in that: The data acquisition module acquires drilling data parameters and ground stress data and sends the drilling data and ground stress data to the data storage module; The drilling data generated during the drilling process is collected through the built-in sensors of the drilling equipment. The drilling data includes drilling parameter data and drilling detection data. The drilling parameter data includes the drilling speed, drilling pressure, drilling depth and drilling diameter during the drilling process. The drilling detection data includes the vibration intensity, impact intensity and temperature value of the drill bit. The geostress data of the track tunnel are collected by stress measuring instruments installed in the borehole. The geostress data include geostress component information and geological model data; the geostress components include horizontal geostress values, vertical geostress values ​​and stress values ​​in all directions; the geological model data include geological structure information and rock mechanical property parameters.

3. A track tunnel ground stress testing system according to claim 1, characterized in that: The drilling parameter data and drilling detection data are analyzed in the following specific analysis methods: Obtaining a drilling position corresponding to the drilling parameter data, obtaining rock features corresponding to the drilling position in the data storage module, identifying the rock features to obtain the corresponding rock influence features, and performing statistics on the influence features corresponding to the drilling position to obtain the influence feature number; The drilling parameter data is identified to obtain the drilling speed, drilling pressure and drilling depth of the drilling process; the drilling speed and drilling pressure corresponding to the drilling process are detected to obtain the drilling speed and drilling pressure corresponding to each moment, and the corresponding drilling speed curve and drilling pressure curve are obtained according to the drilling speed and drilling pressure corresponding to each moment, and the drilling speed curve slope of the drilling speed curve corresponding to each moment is obtained, and a pre-set drilling speed standard slope interval is obtained, and each drilling speed curve slope is matched with the drilling speed standard slope interval, and the drilling speed curve slope exceeding the drilling speed standard slope interval is marked as an abnormal drilling speed slope; similarly, the abnormal drilling pressure slope corresponding to the drilling pressure curve is obtained; the abnormal drilling speed slope and the abnormal drilling pressure slope are added and summed to obtain the drilling speed difference value; Get the drilling depth corresponding to the current drilling process, and get the preset depth of the corresponding drilling, calculate the ratio of the drilling depth to the preset depth to get the drilling progress, extract the drilling time corresponding to the drilling progress, divide the drilling time into multiple standard time lengths, get the drilling progress of each standard time length, get a pre-set drilling progress threshold, when the drilling progress corresponding to the standard time length is less than the drilling progress threshold, calculate the difference between the drilling progress and the drilling progress threshold to get the drilling progress difference.

4. A track tunnel ground stress testing system according to claim 3, characterized in that: The drilling detection data includes the vibration intensity and impact intensity of the drill bit. Based on the vibration intensity data, a series of discrete detection time points are obtained and the corresponding acceleration values ​​are measured. The formula is used Calculate the root mean square acceleration a rms ; Among them, a i is represented by the acceleration value corresponding to the i-th measurement moment, n is represented by the number of data, and the values ​​of n and i are both positive integers; the angular frequency corresponding to the vibration is obtained, the ratio of the root mean square acceleration to the angular frequency is calculated to obtain the vibration displacement amplitude, and the preset upper limit of the displacement amplitude is obtained. When the vibration displacement amplitude is greater than the upper limit of the displacement amplitude, the corresponding vibration displacement amplitude is marked as the vibration impact value; The impact intensity is analyzed to obtain the corresponding impact process in the drilling process, and the start time and end time of the impact process are obtained. The duration of the impact process is divided into multiple impact time points, and the impact intensity of each impact time point is obtained. According to the multiple impact time points and the corresponding impact intensity, the corresponding impact force variation function with time is obtained, and the variation function is recorded as F(t); using the formula The impact energy value E corresponding to the impact process is calculated, and the energy threshold corresponding to the impact energy value is obtained. When the impact energy value is greater than the energy threshold, the part of the impact energy value exceeding the energy threshold is marked as the impact impact value; An ellipse is constructed with the values ​​of the influencing characteristic number and the drilling speed difference value as the major and minor axes of the ellipse. A straight line perpendicular to the ellipse is drawn with the center of the ellipse as the starting point, and the length of the straight line is equal to the value of the vibration impact value. A circle is then constructed with the endpoint of the straight line as the center and the value of the impact impact value as the radius. A frustum is then constructed with the ellipse, the straight line and the circle. The volume of the frustum is calculated and the value of the volume is marked as the drilling status value. When the drilling status value is greater than the preset threshold, the corresponding drilling status information is generated as the drilling status abnormality.

5. A track tunnel ground stress testing system according to claim 1, characterized in that: The specific analysis method of analyzing the ground stress data is as follows: Identify the geostress data to obtain geostress component information and geological model data; the geostress component information includes horizontal stress values ​​and vertical stress values, obtain the maximum horizontal stress value and the minimum horizontal stress value corresponding to the horizontal stress value, perform difference calculation on the maximum horizontal stress value and the minimum horizontal stress value to obtain the horizontal stress fluctuation value, similarly, obtain the vertical stress fluctuation value corresponding to the vertical stress, perform difference calculation on the horizontal stress fluctuation value and the vertical stress fluctuation value to obtain the stress loss mean value, divide the stress loss mean value into multiple loss mean value intervals, each loss mean value interval corresponds to an loss mean influence value, match the current corresponding stress loss mean value with the multiple loss mean value intervals to obtain the corresponding loss mean influence value; The geological structure information and rock mechanical property parameters are obtained according to the geological model data; the geological structure information of the stress test area is identified to obtain the corresponding key structure, and the activity information of the key structure corresponding to the preset test time period is obtained. The corresponding activity intensity is obtained according to the activity information. When the activity intensity is greater than the preset threshold, the corresponding activity information is marked as a high-risk activity, and the ratio of the number of high-risk activities to the length of the corresponding test time period is calculated to obtain the high-risk activity probability value; The rock mechanical properties include elastic modulus and Poisson's ratio, and the stress values ​​in the x, y, and z directions are obtained. The generalized Hooke's law is used and the formula Calculate the rock strain value ε in the corresponding direction x ; where ε x is the strain value in the x direction, E is the elastic modulus, υ is the Poisson's ratio, σ x , σ y , σ z They are expressed as stress values ​​in the x, y, and z directions respectively; the strain values ​​in each direction are calculated respectively, and when the strain value is greater than the preset strain threshold, the part of the strain value greater than the strain threshold is marked as the strain influence value, and the strain influence values ​​corresponding to each direction are calculated and summed to obtain the total strain influence value; A rectangle is constructed with the values ​​of the uneven impact value and the high-risk activity probability value as the long side and the wide side of the rectangle, and then a straight line perpendicular to the rectangle is drawn with the center of gravity of the rectangle as the starting point. The length of the straight line is equal to the value of the total strain shadow value, and then a quadrangular pyramid is constructed with the rectangle and the straight line. The volume of the quadrangular pyramid is calculated and the value of the volume is marked as the ground stress state value. When the ground stress state value is greater than the preset threshold, the corresponding ground stress state information is generated as ground stress state anomaly.

6. A track tunnel ground stress testing system according to claim 1, characterized in that: The execution result is analyzed, and when the execution result is no response or the corresponding control effect fails, the corresponding control state is marked as control failure, and control warning information is generated based on the control execution corresponding to the control failure.

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