44 results about "Traverse" patented technology

The invention relates to the technical field of tree obstacle recognition, and discloses a tree obstacle recognition method and system, computer equipment and a storage medium, and the method comprises the steps: obtaining tower coordinates and conductor parameters of a power transmission line, generating a conductor three-dimensional geometric model through employing an improved catenary model, and carrying out the interval sampling, and obtaining the point cloud data of a simulated conductor; obtaining original topographic data, and performing coordinate alignment, feature extraction and feature fusion on the original topographic data and the simulated traverse point cloud data to obtain multi-modal topographic features; inputting the to-be-predicted time point and the original tree data into the tree height prediction model to obtain a predicted tree height; and calculating the minimum distance between the conductor and the tree according to the simulated conductor point cloud data, the laser radar point cloud data, the multi-modal topographic features and the predicted tree height. According to the invention, through dynamic wire modeling, multi-source data fusion and intelligent risk prediction, risk pre-judgment of the whole life cycle of the power transmission line is realized, and the operation safety and stability of the power transmission line are improved.

An embodiment of the present invention relates to a traverse direction control method, apparatus, and moving object for autonomous driving. More particularly, the traverse direction control apparatus for autonomous driving includes an information collection part for collecting data from one or more cameras mounted on an autonomous moving object; a target point information calculation module for calculating target point information on the basis of information collected from a camera module; and a traverse direction control parameter calculation module configured to obtain, based on the target point information, a traverse direction distance from the moving object at time t to a target point, an angle between a head of the moving object and the target point, and a present yaw rate of the moving object, and calculate a traverse direction control parameter of time t+1 based on a pre-stored kinematic model.

The application discloses a kind of automatically generated river section and feature extraction method, comprising: by specified numerical value, along the river center line / longitudinal axis line generation point, and point is set to number along river direction, and adjacent line recursive generation center line is given to these line number;According to the order of numbering, traverse point, and make perpendicular to its adjacent line;Generation perpendicular segment and the intersection of adjacent line, and these intersection points are given the numbering value consistent with point;With intersection point along the direction of existing perpendicular segment, continue to make perpendicular to its adjacent line;Respectively, the intersection of perpendicular segment and adjacent line is solved, and these intersection points are given the numbering consistent with the starting point of perpendicular segment;Until perpendicular segment reaches river boundary;According to center line number and the intersection point number of generated perpendicular segment, line segment is generated, and automatic section establishment is completed;Information extraction point is generated by the generated section line;Extract section two / three-dimensional grid data information.The application realizes the automatic section generation and attribute extraction of river with relatively severe width and curvature variation.

This application discloses a method, system, and device for identifying target geological structures in coal seams. The target geological structures include folds, faults, lower local thickening zones, and upper local thickening zones. The method acquires full measured data of cross-layer boreholes in the target longwall face, along with the strike, dip, and true dip parameters of the coal seam. Preprocessing yields the three-dimensional coordinates of the borehole entry point, the three-dimensional coordinates of the exit point, and the true thickness of the coal seam. A square nine-grid analysis window is constructed with the strike and dip of the coal seam as the directional reference. Target cross-layer boreholes with stable coal seam thickness are selected based on the deviation of the true thickness of the coal seam. A spatial plane equation of the coal seam is established to calculate the theoretical entry point elevation of the target cross-layer borehole, generating regional target geological structure identification results. A sliding window traverses the entire longwall face, outputting the overall regional target geological structure identification results. This method can stably identify hidden small target geological structures and significantly improves computational efficiency compared to traditional methods. It can be widely applied to advanced geological exploration scenarios in coal mine longwall faces.

The invention discloses a method and a system for quality inspection of river flow direction contradictions and electronic equipment. The method comprises the following steps: acquiring river element data based on a linear water system layer of a geographic information database; analyzing the river element data to obtain at least one river vector; the river vectors are traversed, key value pair information of river nodes is generated based on a preset data structure, and the key value pair information comprises coordinate information of the river nodes, the number of starting points corresponding to the river nodes, starting point geometric figures, the number of terminal points and terminal point geometric figures. And identifying flow direction contradictory nodes in the river nodes according to a preset flow direction contradictory condition and the key value pair information. According to the method, automatic and high-precision recognition of river flow direction contradictions is realized by constructing a key value pair data structure, flow direction logic errors in various directed line elements can be quickly and accurately positioned, vector data quality and storage efficiency are remarkably improved, and reliable technical support is provided for geographic information system data management and water system network analysis.

The invention discloses a river reservoir modeling method based on a Monte Carlo tree, a product, a medium and equipment, and belongs to the technical field of oil and gas reservoir modeling. The method comprises the following steps: establishing a riverway point and non-riverway point well location distribution diagram through logging identification, searching from riverway wells by utilizing a Monte Carlo tree to generate a riverway main stream line trajectory, and traversing all the riverway wells to obtain a main stream line distribution diagram; in the process, a specific protection mechanism and an optimization mechanism are adopted, and non-riverway well mispenetration is avoided, so that the modeling precision and efficiency are improved; the method comprises the following steps: S1, establishing a well location distribution diagram: determining whether each well is a river channel well or a non-river channel well, and establishing a river channel point and non-river channel point well location distribution diagram; s2, generating a main stream line of a single riverway: starting from a selected riverway well to carry out Monte Carlo tree search to obtain a main stream line track of the single riverway; and S3, traversing all the riverway wells to generate a main stream line distribution diagram. According to the method, the problem of errors possibly caused by complex large-scale gridding migration can be solved.

The invention discloses a speed-up railway precision conductor construction method with virtual control points added, which comprises the following steps: S1, arranging conductor points in a staggered manner along two sides of the advancing direction of a speed-up railway line, and arranging the virtual control points between the adjacent conductor points; s2, arranging total stations on each traverse point one by one, and arranging prisms on two front and back adjacent traverse points and adjacent virtual control points; observing each prism by using a total station to obtain a horizontal direction, a slant distance and a vertical angle from the center of the total station to the center of each prism; s3, performing gross error detection analysis on the observation values, and rejecting the detected gross error observation values or re-measuring the observation stations where the gross error observation values are located; and S4, establishing an acceleration railway conductor control network with virtual control points by using all reliable horizontal angles and horizontal distances. According to the method provided by the invention, on the premise of not increasing the burying cost of the control points, on the basis of the connecting wires, only several temporary target points are observed by each observation station, so that the effect of remarkably improving the precision and reliability of the control network is achieved.

The utility model discloses a mine laneway measuring system, which aims to optimize the layout of conductor points and arrange irradiation lamps on the ground for supplementing light, and adopts the technical scheme that the mine laneway measuring system comprises a total station, the irradiation lamps and a plurality of conductor points, the number of the irradiation lamps is the same as that of the conductor points, and the irradiation lamps and the conductor points are in one-to-one correspondence; the line guide points are divided into permanent line guide points and temporary line guide points, the permanent line guide points are arranged at the top of the roadway, the temporary line guide points are arranged at the bottom of the roadway, and the number of the temporary line guide points is larger than that of the permanent line guide points; the total station is arranged on one of the temporary lead points; the irradiation lamp is placed at the bottom of a roadway and used for supplementing light, the irradiation direction of the irradiation lamp is adjustable, and the device belongs to the technical field of roadway measurement.

The invention relates to the technical field of surveying and mapping engineering, in particular to a lead precision estimation system which comprises a data acquisition module, a coordinate conversion module, a lead design module, a precision estimation module, a visual display module, a data interaction module and a data storage module. The data acquisition module collects geographic space data of a to-be-processed area and parameters of a measuring instrument; the coordinate conversion module converts the latitude and longitude coordinates into plane projection coordinates through Gaussian positive calculation; the wire design module constructs an edge measurement net, an angle measurement net or a corner net, sets an edge length threshold value, and matches instrument parameters corresponding to a second-level control net and a fourth-level control net; the precision estimation module calculates a weakest point median error and a weakest edge relative median error, and decomposes and calculates a plane through error; the visualization module draws a lead element and an error ellipse on the online map; data interaction supports CSV format import and export, and the storage module stores data support operation through a unified array. The method improves the estimation efficiency and precision, adapts to multiple engineering scenes, and reduces the achievement application threshold.

An embodiment of the present invention relates to a traverse direction control method, apparatus, and moving object for autonomous driving. More particularly, the traverse direction control apparatus for autonomous driving includes an information collection part for collecting data from one or more cameras mounted on an autonomous moving object; a target point information calculation module for calculating target point information on the basis of information collected from a camera module; and a traverse direction control parameter calculation module configured to obtain, based on the target point information, a traverse direction distance from the moving object at time t to a target point, an angle between a head of the moving object and the target point, and a present yaw rate of the moving object, and calculate a traverse direction control parameter of time t+1 based on a pre-stored kinematic model.

The invention relates to the technical field of engineering measurement, in particular to a method for transmitting coordinates of planes inside and outside a tunnel based on inertial navigation in a tunnel construction stage. The method includes: early-stage preparation; uninterruptedly collecting data along a closed route; post data processing is carried out, and the initial coordinates of the in-hole points in the CGCS2000 coordinate system are calculated; the distance between point-to-point pairs in the hole is constrained and adjusted, and the measurement precision is improved; and converting coordinates, and calculating to obtain coordinates of the in-hole point tunnel plane engineering coordinate system. According to the invention, inertial navigation is started by one key, data is continuously and automatically acquired, manual instrument erection and reading are not needed, manual intervention is not needed, at least three persons for cooperative operation of wire measurement are reduced to only one person, the manual workload is reduced, and the measurement efficiency is improved; according to the method, high-precision transmission of plane coordinates inside and outside the tunnel is realized in a CPIII-free scene without depending on CPIII control points in the tunnel, so that the applicability is improved; according to the method, through closed path design and dynamic weighted fusion, the problem of tunnel inertial navigation measurement drift in the construction period, which cannot be realized, is fundamentally solved.

The application discloses a long-distance tunnel control through-accuracy measurement and verification system, and relates to the technical field of tunnel construction measurement. The system comprises a measurement control point, an observation traverse, a traverse stake, a traverse measurement network, the observation traverse being arranged on the traverse stake, one end of the observation traverse being connected with the measurement control point, the other end of the observation traverse being connected with the traverse measurement network, a first ground control network; the system further comprises a pilot hole, a verification traverse, a through tunnel, a horizontal drill hole and a second ground control network; the structure of the second ground control network is the same as that of the first ground control network, the verification traverse is arranged in the pilot hole and along the length direction of the pilot hole, the verification traverse is installed on the traverse stake of the second ground control network, one end of the verification traverse is connected with the measurement control point of the second ground control network, and the other end of the verification traverse is connected with the traverse measurement network through the horizontal drill hole. The application has the effect of verifying the through-accuracy measurement result of the first ground control network.

This invention discloses a multi-technology combined measurement method for ultra-long undersea twin-tunnel railway tunnels and service tunnels, including GNSS measurement outside the tunnels, traverse measurement considering vertical deviation correction, coordinate transfer measurement from free stations in deep shafts, and combined measurement of free stations, intersecting double traverses, and gyro-orientation inside the tunnels. Where the undersea tunnels are relatively short at the connecting points of the cross tunnels, a denser stationing method is used for direction and distance transfer. Combined traverses are used inside the tunnels to enhance azimuth accuracy with gyro-orientation measurement. This invention leverages the advantages of GNSS and total stations, improving the efficiency of deep shaft measurement in long tunnels and enhancing the accuracy of coordinate transfer in deep shafts. Furthermore, the denser stationing method used inside the cross tunnels for direction and distance transfer, along with closed-loop networking between different cross tunnels, improves the reliability of tunnel plane control measurement accuracy and ensures complete consistency of the coordinate systems of the left and right tunnels and the service tunnel.

The present application relates to the technical field of tunnel engineering, in particular to a special long tunnel control point layout structure and control measurement method, comprising the following steps: according to the field measurement condition, the entrance control points C and D are arranged on a pier, and the entrance direction points A and B can be arranged separately or on a pier. In the present application, based on the "Z" type diamond traverse ring, the forced centering pier is arranged to weaken the influence of instrument centering error, and the work of repeatedly burying control piles is avoided. The centering pier is not easy to be disturbed, and the workload and cost are reduced. The control point arrangement makes the target prism have small interference and large angle, improves the measurement accuracy, the cross arrangement method avoids the influence of side light, ensures the data quality, each control point forms a closed quadrilateral, provides redundant observation values, facilitates the detection of data gross error, and facilitates data comparison and analysis. Through comparison of point coordinates, angles and side lengths, gross errors are found and data are reviewed.

The invention discloses an intelligent site selection method, system and equipment for a transformer substation and a medium, and the method comprises the steps: obtaining a site selection evaluation framework through constructing a five-dimensional evaluation factor system and combining a user preference matrix and a scene triggering mechanism; performing weight calculation and dynamic updating on each evaluation factor by introducing an analytic hierarchy process and fusing a real-time remote sensing interpretation result to obtain a dynamic weight distribution scheme; performing weighted stacking on each factor grid map layer to generate a comprehensive suitability score map; sliding window size traversal search is set according to the voltage grade, high-resolution areas meeting the land occupation requirement are extracted, and a preliminary candidate land parcel set is obtained; a non-maximum suppression algorithm is applied to calculate the space overlapping degree between land parcels, high-resolution conflict-free point locations are reserved, and a non-redundant candidate point set is obtained; and generating a vector layer with score and constraint information, and visually outputting the vector layer to obtain a substation site selection recommendation result. According to the method, the automation level, the space rationality and the actual implementation of substation site selection are comprehensively improved.

The application discloses a kind of adjustment methods of tunnel overrun through error, according to the through error measurement value and through control measurement results of rechecking, through locking tunnel hole inside traverse control network and using line design software to design conforming line type, including step one, tunnel through error determination is carried out;Step two, tunnel lining section cross section survey is carried out;Step three, tunnel through control measurement is carried out;Step four, lining section cross section rechecking is carried out;Step five, tunnel through section line type is calculated;Step six, tunnel through section construction is carried out.This method maximally ensures that lining section does not need to be changed and reworked, uses road design software through line adjustment link, can greatly adjust tunnel overrun through error, can be quickly and accurately calculated, without reworking the part that has been constructed, fast construction fast closure.

In various examples, health of a high definition (HD) map may be monitored to determine whether inaccuracies exist in one or more layers of the HD map. For example, as one or more vehicles rely on the HD map to traverse portions of an environment, disagreements between perception of the one or more vehicles, map layers of the HD map, and / or other disagreement types may be identified and aggregated. Where errors are identified that indicate a drop in health of the HD map, updated data may be crowdsourced from one or more vehicles corresponding to a location of disagreement within the HD map, and the updated data may be used to update, verify, and validate the HD map.

The invention relates to the technical field of mine roadway sideline generation, in particular to a roadway sideline automatic generation and topological relation processing method based on traverse point data, and the method comprises the steps: S1, generating a sideline of a target roadway based on traverse point data; s2, in the side line extending process of the target roadway, if the target roadway intersects with other roadways, the step S3 is executed; if shielding exists between the roadway and other roadways, the step S4 is executed; s3, adjusting the side boundary of the target roadway in real time through a roadway intersection processing algorithm; s4, adjusting the side boundary of the target roadway in real time through a roadway shielding processing algorithm; and S5, repeating the steps S2 to S4 until the sideline of the target roadway is drawn. By processing roadway intersection and roadway shielding in the roadway sideline drawing process in real time, the mine roadway sideline generation quality and accuracy are improved.

The invention relates to a mine laneway three-dimensional data acquisition method and system. The mine laneway three-dimensional data acquisition method comprises the steps that mine laneway control points and a three-dimensional laser scanning target are integrated on mine laneway high echo intensity target control points; mine laneway high echo intensity target control points are arranged on a stable rock mass of a mine laneway roof, coordinate-free high echo intensity targets are arranged on laneway sides, and the control points and target coordinates are obtained; the control points and the targets are numbered, auxiliary measuring points are set, a multi-closed-loop control measurement traverse network is formed through a special network arrangement structure, adjustment processing is carried out, and a measurement operation process is determined; scanning work is carried out according to the measurement operation process, three-dimensional point cloud data are collected, and a three-dimensional data collection movement track is obtained; and through point-to-point data analysis, converting the point cloud data under the relative coordinates into mine laneway control measurement coordinate point cloud data. According to the scheme provided by the invention, the target position can be quickly determined, the control point center can be accurately positioned, and the three-dimensional scanning data processing efficiency is improved.

A method for extracting coordinates and angle of environmental rectangular points based on two-dimensional lidar: Traverse laser dots in the natural environment point cloud frame scanned by laser; select the neighborhood dot set of a random dot Pk, calculate the mean value of angles between lines from Pk to other dots and the X-axis of the laser coordinate system as the segmentation line; divide into left and right dot sets and extract inner dots; fit straight lines, and take their intersection as a rectangular point when the included angle is close to 90°; draw half-lines with the rectangular point as the vertex to determine the angle. This method can extract coordinates and angles of building rectangular points.

The invention provides a method and a system for simulating line flight based on radar laser point cloud distance measurement, relates to the technical field of unmanned aerial vehicle flight control, and aims to eliminate low-density areas by collecting point cloud data of the surrounding environment of an unmanned aerial vehicle in real time and analyzing the point cloud density. And polar coordinates of the residual point clouds are converted into Cartesian coordinates, the Euclidean clustering algorithm is used to divide the point cloud data into a traverse point cloud and an obstacle point cloud, and an extension track of the traverse point cloud is used as a target path. The direction deviation between the unmanned aerial vehicle and the target path is calculated according to the real-time position of the unmanned aerial vehicle, and therefore the roll angle, the yaw angle and the accelerator are adjusted. Finally, the Euclidean distance between the unmanned aerial vehicle and the nearest obstacle is calculated and compared with a set dangerous distance threshold value, the yaw angle and an accelerator are adjusted in real time, and flight safety is ensured. According to the method, point cloud processing, path planning and dynamic obstacle avoidance technologies are combined, and an effective solution is provided for safe flight of the unmanned aerial vehicle in a complex environment.

The hammer ball device comprises an upper hammer ball pipe body and a lower hammer ball pipe body which are connected into a whole, the upper hammer ball pipe body comprises a pipe cover and a pipe barrel which are connected into a whole in a screwed mode, the lower side of the pipe cover is fixedly connected with a plurality of configuration blocks, and a grounding device is arranged in the lower hammer ball pipe body. The grounding device is fixedly connected with a fixing plate arranged in the hammer ball lower pipe body; the grounding device comprises a fixing block fixed to the fixing plate, indicating mechanisms arranged on one opposite side of the fixing block in pairs, telescopic mechanisms arranged on the other opposite side in pairs, a battery pack and an inductive switch, and the telescopic mechanisms retract in a grounding mode through holes in the bottom of the hammer ball lower pipe body and are in trigger connection with the inductive switch. The indicating mechanism slides out through a hole in the side wall of the hammer ball lower pipe body and indicates, and the battery pack is electrically connected with the indicating mechanism and the inductive switch. The device has the advantages of being convenient and fast to operate, accurate in measurement, visual in operation, practical, reliable, long in service life and suitable for different well depths.

The application discloses a kind of inertial navigation data dynamic fusion method and system, method includes: by inertial navigation system real-time acquisition of original inertial navigation data of different positions of traverse, first data is obtained after preprocessing;The inertial navigation system data of different positions in first data is carried out time synchronization processing, to obtain time synchronization inertial navigation data;Based on the accuracy and stability of inertial navigation system historical data, each inertial navigation system is allocated dynamic weight;The state of next time step is predicted by linear dynamic system equation, when new time synchronization inertial navigation data arrives, state estimation and error covariance matrix are updated using Kalman gain, dynamic weight and new time synchronization inertial navigation data, to output the fusion data set processed by Kalman filter.This application can effectively reduce the influence of environmental noise and equipment error on monitoring result;By dynamically adjusting weight and fusion strategy, it can better adapt to various complex and changeable environmental conditions, and maintain high stability.

A traverse mechanism for measuring flow characteristics in a fluid flow path is provided. The traverse mechanism includes a rotating member configured to rotate 360 degrees in a circumferential direction about an axis. The traverse mechanism also includes a probe coupled to the rotating member. The probe extends in a radial direction through a portion of the rotating member into the fluid flow path relative to the axis. Rotation of the rotating member enables the probe to map or measure one or more flow characteristics in the fluid flow path 360 degrees in the circumferential direction about the axis.

The application relates to the technical field of roadbed slopes, and provides a roadbed slope construction process, which comprises the following steps: step S1, construction preparation: according to drawing and surveying datum and surveying marks provided by an on-site supervision office engineer, conducting traverse surveying, level surveying and roadbed middle stake surveying, and summarizing surveying results; step S2, construction lofting: lofting a roadbed center line and a filling slope foot line by using coordinate lofting method, and calculating a slope foot position according to a setting drawing height ratio; step S3, slope surface construction: line laying and slope brushing, leveling after laying a cushion, installing a formwork according to the size of a reserved expansion joint, then pouring concrete, and after the concrete is dry, the formwork is disassembled; step S4, installing elastic filling strips: the concrete layers on the two sides of the expansion joint are both provided with connecting rods, and one end of the connecting rod away from the concrete layer extends into the expansion joint. The application has the beneficial effect of improving the protection effect on the roadbed slope.

The application discloses a long-distance small-diameter shield tunneling measurement method and relates to the shield tunneling field, which comprises the following steps: carrying out the re-measurement of the original control point and the encryption control point plane control network and the elevation control network outside the hole, and establishing a hole outside measurement datum; based on the hole outside measurement datum, arranging the control points around the working well, and performing periodic re-measurement, wherein the working well comprises a starting well L3 and a receiving well L2; using the multi-medium coordinate transfer to complete the contact measurement between the well and the underground, introducing the ground measurement datum into the underground, and then introducing the elevation control point near the well mouth into the working well by using the inverted scale method. The application effectively solves the receiving deviation problem of the long-distance small-diameter shield curve segment caused by error accumulation through the whole process layered measurement steps of the hole outside datum establishment, the periodic re-measurement of the working well control point, the contact measurement between the well and the underground, the whole hole closed traverse measurement and the post-penetration traverse rechecking, and the high-precision penetration of the >=2km long-distance tunneling is ensured.

The utility model discloses a lead point device for underground surveying and mapping, which belongs to the technical field of underground surveying and mapping and specifically comprises a mounting plate, a front end plate and a rear end plate are respectively arranged at two ends of the mounting plate, through holes are formed in the center of the rear end plate and the center of the front end plate, and the through hole in the rear end plate is used for mounting an expansion screw. A calibration assembly is suspended in a through hole in the front end plate. According to the utility model, the Z-shaped mounting plate is adopted as a supporting structure and is mounted in a mounting hole which is formed in the top of a mine laneway in advance by a drilling machine through the expansion bolt, the whole mounting process is more convenient than the traditional mounting mode, the horizontal position of the line cone can be synchronously adjusted in the mounting process, the operation is convenient and rapid, and meanwhile, the mounting efficiency is improved. After the whole traverse point is installed and fixed, compared with a traditional traverse point structure, the traverse point is higher in stability and recognition degree, and long-term stable recognition coordinate points can be provided for surveying and mapping of a whole mine laneway.

A method is provided for supporting one or more ground vehicles on a mission that includes traversal of a ground region. The method includes accessing geospatial data produced from an aerial survey of the ground region, and performing an analysis of the geospatial data to produce terrain data that describes the ground region. The terrain data is weighted based on constraints of the one or more ground vehicles, and an order of priority of criteria of the mission. A map is constructed in which the ground region is expressed as a geospatially-mapped array of the weighted terrain data, and the map is searched for a path that meets the criteria of the mission. The path is described by a series of waypoints that define a route across the ground region, and an indication of the route is output for the one or more ground vehicles to traverse during the mission.

A method is provided for supporting one or more ground vehicles on a mission that includes traversal of a ground region. The method includes accessing geospatial data produced from an aerial survey of the ground region, and performing an analysis of the geospatial data to produce terrain data that describes the ground region. The terrain data is weighted based on constraints of the one or more ground vehicles, and an order of priority of criteria of the mission. A map is constructed in which the ground region is expressed as a geospatially-mapped array of the weighted terrain data, and the map is searched for a path that meets the criteria of the mission. The path is described by a series of waypoints that define a route across the ground region, and an indication of the route is output for the one or more ground vehicles to traverse during the mission.

The invention discloses a surrounding rock instability trace dynamic search method based on a safety coefficient, computer equipment and a storage medium, and the method mainly comprises the steps: simulating a three-dimensional numerical model, simulating a tunnel excavation and support construction process, calculating the safety coefficient of each unit body of surrounding rock after the current excavation cycle is completed, and searching the surrounding rock instability trace according to the safety coefficient. All surrounding rock units are traversed, safety coefficient data are extracted and processed, potential instability units are identified, unit screening focusing instability areas are carried out, a closed-loop mechanism is adopted to carry out dynamic iteration and instability simulation, and finally a result is output. By the adoption of the scheme, the stable state of the surrounding rock under different stress conditions can be accurately recognized, better universality is achieved, the development process is simulated through dynamic iteration, the defect that instability dynamic characteristics cannot be considered in a traditional method is overcome, and a dynamic and reliable basis can be provided for optimization design of a supporting scheme.