Tailings disposal scheme generation method, device and computer equipment

By determining the amount of explosive used per blast and the blasting distance of the associated ore body, the strength of the stockpile is calculated, which solves the problem that the influence of blasting distance was not considered in the existing technology, improves the compressive strength of the filling body, and ensures the stability of the underground mining area.

CN116151549BActive Publication Date: 2026-06-09SHENZHEN ZHONGJIN LINGNAN NONFERROUS METALS CO LTD FANKOU LEAD-ZINC MINE

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
SHENZHEN ZHONGJIN LINGNAN NONFERROUS METALS CO LTD FANKOU LEAD-ZINC MINE
Filing Date
2022-12-19
Publication Date
2026-06-09

AI Technical Summary

Technical Problem

Existing technologies fail to consider the impact of blasting distance on underground mining areas when configuring tailings disposal schemes, resulting in insufficient strength of the backfill material, which cannot effectively support the surrounding ore body.

Method used

By determining the amount of explosive used per blast and the blasting distance of the associated ore body, the strength of the stockpile is calculated, and then a tailings disposal plan is determined to resist the dynamic load generated by the blasting and ensure that the strength of the filling body meets the requirements.

Benefits of technology

It enables the formulation of tailings disposal plans based on actual blasting operation parameters, improves the compressive strength of the backfill, effectively supports the underground mining area, and prevents ore body collapse.

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Abstract

The embodiment of the application is suitable for the technical field of mining, and provides a tailings disposal scheme generation method, device and computer equipment, the method comprising: determining an associated ore body of a formed empty field; determining a single-shot explosive quantity and a blasting distance for blasting the associated ore body, the blasting distance being a distance between a blasting point and a center point of the formed empty field; calculating a required heap strength for resisting blasting of the associated ore body according to the single-shot explosive quantity and the blasting distance; and determining a tailings disposal scheme for filling the formed empty field according to the heap strength. The above method can determine a tailings disposal scheme in combination with parameters of a planned blasting operation, thereby preventing the influence of the blasting operation on the empty field used for disposing tailings.
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Description

Technical Field

[0001] This application belongs to the field of mining technology, and in particular relates to a method, apparatus and computer equipment for generating tailings disposal solutions. Background Technology

[0002] For underground ore mining, blasting can be used. After a mining area underground is completed, tailings and other materials need to be used for backfilling to prevent the ore body from collapsing.

[0003] When backfilling underground stopes, it is necessary to ensure that the backfill material reaches a certain strength so that it can effectively support the surrounding ore body. However, current technologies for backfilling underground stopes typically only consider the weight of the stope itself and the surrounding ore body, failing to tailor disposal plans to the specific needs of actual mining operations. For example, current technologies do not consider the distance to the actual blasting points during the mining of surrounding ore bodies when configuring tailings disposal plans. The impact of dynamic loads generated by blasting on the stope varies depending on the blasting distance, but current technologies typically use a uniform distance standard for tailings disposal. Summary of the Invention

[0004] In view of this, embodiments of this application provide a tailings disposal scheme generation method, apparatus and computer equipment, which are used to determine the tailings disposal scheme by combining the parameters of the planned blasting operation, and to prevent the blasting operation from affecting the open space used for tailings disposal.

[0005] The first aspect of this application provides a method for generating a tailings disposal scheme, including:

[0006] Identify associated ore bodies in existing open areas;

[0007] Determine the planned amount of single-shot explosive and blasting distance for blasting the associated ore body, wherein the blasting distance is the distance between the blasting point and the center point of the formed open field;

[0008] Based on the amount of explosive used per blast and the blasting distance, calculate the strength of the stockpile required to resist the blasting of the associated ore body;

[0009] The tailings disposal plan for filling the formed void is determined based on the strength of the stockpile.

[0010] Optionally, determining the planned amount of single-shot explosive and blasting distance for blasting the associated ore body includes:

[0011] Obtain mining information of the associated ore body, the mining information including multiple blasting points of the associated ore body and information on the amount of single-shot explosive used at each blasting point, wherein the amount of single-shot explosive used at each blasting point is equal;

[0012] The blasting distance between each blasting point and the center point of the open field is determined.

[0013] Optionally, calculating the required strength of the stockpile to resist blasting of the associated ore body based on the amount of single-explosive charge and the blasting distance includes:

[0014] Determine the unconfined compressive strength required for the open field when using the specified amount of single-explosive explosive at each of the specified blasting points;

[0015] The strength of the stockpile is determined based on the unconfined compressive strength corresponding to each of the aforementioned blast points.

[0016] Optionally, determining the required unconfined compressive strength of the open field when using the single-explosive charge at each of the detonation points includes:

[0017] Based on the mining information, determine the number of blasts at each blasting point;

[0018] The required unconfined compressive strength of the open field is calculated when multiple blasts are performed at each of the blast points using the amount of single-explosive explosive. The number of multiple blasts performed at each of the blast points is equal to the number of blasts performed at the blast point.

[0019] Optionally, determining the strength of the stockpile based on the unconfined compressive strength corresponding to each of the blast points includes:

[0020] Determine the maximum value of the unconfined compressive strength corresponding to each of the aforementioned burst points;

[0021] The maximum value among the multiple unconfined compressive strengths is determined as the stockpile strength required for the open field to resist blasting of the associated ore body.

[0022] Optionally, determining the tailings disposal plan for filling the formed void based on the strength of the stockpile includes:

[0023] Obtain the preset mapping table of stack strength and stack ratio scheme;

[0024] Based on the mapping table of the strength and proportion of the stockpile, the tailings disposal scheme for filling the formed void is determined.

[0025] Optionally, the mapping table records the strength of the stockpiles corresponding to different stockpile proportioning schemes, wherein the stockpile proportioning scheme includes the concentration of the slurry forming the stockpiles and the lime-sand ratio. Determining the tailings disposal scheme for filling the formed voids based on the stockpile strength and stockpile proportioning scheme mapping table includes:

[0026] Based on the mapping table of the strength and proportion of the stockpile, the concentration and ash-sand ratio of the slurry used to fill the formed void are determined.

[0027] A second aspect of this application provides a tailings disposal solution generation apparatus, comprising:

[0028] The associated ore body identification module is used to identify associated ore bodies in existing open areas;

[0029] The module for determining the amount of single-shot explosive and the blasting distance is used to determine the amount of single-shot explosive and the blasting distance planned for blasting the associated ore body, wherein the blasting distance is the distance between the blasting point and the center point of the formed open field;

[0030] The stockpile strength calculation module is used to calculate the stockpile strength required to resist the blasting of the associated ore body based on the amount of single explosive charge and the blasting distance.

[0031] The tailings disposal scheme determination module is used to determine the tailings disposal scheme for filling the formed void based on the strength of the stockpile.

[0032] A third aspect of this application provides a computer device including a memory, a processor, and a computer program stored in the memory and executable on the processor, wherein the processor executes the computer program to implement the tailings disposal scheme generation method as described in the first aspect above.

[0033] A fourth aspect of this application provides a computer-readable storage medium storing a computer program that, when executed by a processor, implements the tailings disposal scheme generation method as described in any of the first aspects above.

[0034] The fifth aspect of this application provides a computer program product that, when run on a computer, causes the computer to execute the tailings disposal scheme generation method described in any of the first aspects above.

[0035] Compared with the prior art, the embodiments of this application have the following advantages:

[0036] In this embodiment, by identifying the associated ore body of the formed open space and determining the planned single-explosive charge and blasting distance for blasting the associated ore body, the required strength of the resulting open space stockpile to resist the blasting of the associated ore body can be calculated based on the single-explosive charge and blasting distance. Furthermore, the tailings disposal plan for filling the open space can be determined based on the stockpile strength. By combining relevant information from the blasting of the associated ore body, this embodiment can more accurately determine the required stockpile strength for the open space, and thus tailings disposal plans can be tailored accordingly. Attached Figure Description

[0037] To more clearly illustrate the technical solutions in the embodiments of this application, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this application. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0038] Figure 1 This is a schematic diagram of a tailings disposal solution generation method provided in an embodiment of this application;

[0039] Figure 2 This is a schematic diagram of one implementation of S102 in a tailings disposal scheme generation method provided in an embodiment of this application;

[0040] Figure 3 This is a schematic diagram of one implementation of S103 in a tailings disposal scheme generation method provided in an embodiment of this application;

[0041] Figure 4 This is a schematic diagram of one implementation of S104 in a tailings disposal scheme generation method provided in an embodiment of this application;

[0042] Figure 5 This is a schematic diagram of a tailings disposal solution generation device provided in an embodiment of this application;

[0043] Figure 6 This is a schematic diagram of a computer device provided in an embodiment of this application. Detailed Implementation

[0044] In the following description, specific details such as particular system architectures and techniques are set forth for illustrative purposes and not for limitation, in order to provide a thorough understanding of the embodiments of this application. However, those skilled in the art will understand that this application may also be implemented in other embodiments without these specific details. In other instances, detailed descriptions of well-known systems, apparatuses, circuits, and methods have been omitted so as not to obscure the description of this application with unnecessary detail.

[0045] The technical solution of this application will be described below through specific embodiments.

[0046] Reference Figure 1 The diagram illustrates a tailings disposal solution generation method provided in an embodiment of this application, which may specifically include the following steps:

[0047] S101. Identify the associated ore bodies in the formed void.

[0048] The execution subject of this application embodiment can be a computer device. That is, by executing the various steps of the method provided in this application embodiment, the computer device can generate a tailings disposal plan for the open space to be filled, ensuring that the compressive strength of the final filling body meets the actual requirements.

[0049] In this embodiment, the formed open area can be an underground mining area. It refers to the open area or void formed after the ore mining of that mining area is completed. The associated ore body of the open area can be an ore body that will affect the open area during mining operations. Typically, the associated ore body can be an ore body surrounding the formed open area; the dynamic load generated by such ore bodies during mining will adversely affect the strength of the filling material in the open area.

[0050] It should be noted that the void formed in this application embodiment may be a void that has not yet been filled. The purpose of the method provided in this application embodiment is to provide a corresponding tailings disposal solution for filling the void with tailings.

[0051] S102. Determine the planned amount of single-shot explosive and blasting distance for blasting the associated ore body, wherein the blasting distance is the distance between the blasting point and the center point of the formed open field.

[0052] In this embodiment of the application, the amount of single-shot explosive and the blasting distance planned for blasting the associated ore body can be the blasting parameters planned when the associated ore body is actually mined. That is, the planned location for blasting and the amount of explosive used. The distance between the planned location and the center point of the formed open area is the blasting distance.

[0053] In one possible implementation of the embodiments of this application, such as Figure 2 As shown, determining the planned amount of single-shot explosive and blasting distance for blasting the associated ore body in S102 may specifically include the following steps S1021-S1022:

[0054] S1021. Obtain mining information of the associated ore body, the mining information including multiple blasting points of the associated ore body and information on the amount of single-shot explosive used at each blasting point, wherein the amount of single-shot explosive used at each blasting point is equal.

[0055] S1022. Determine the blasting distance between each of the blasting points and the center point of the open field.

[0056] In this embodiment, the planned single-explosive charge and blasting distance for blasting the associated ore body can be determined based on the mining information of the associated ore body. This mining information can be a mining plan for the associated ore body, and can include information on multiple blasting points for blasting the associated ore body and the amount of single-explosive charge used at each blasting point. The amount of single-explosive charge used at each blasting point can be equal.

[0057] S103. Calculate the required strength of the stockpile to resist the blasting of the associated ore body based on the amount of single-explosive charge and the blasting distance.

[0058] In this embodiment, the strength of the stockpile required to resist the blasting-related ore body can be defined as the compressive strength that the void can withstand when the dynamic load generated by the blasting is applied to the filled void. Generally, the strength of the stockpile should be greater than the dynamic load generated by the blasting.

[0059] In one possible implementation of the embodiments of this application, such as Figure 3 As shown, in S103, calculating the required strength of the stockpile to resist the blasting-related ore body based on the amount of explosive used per blast and the blasting distance can specifically include the following steps S1031-S1032:

[0060] S1031. Determine the unconfined compressive strength required for the open field when using the amount of single-explosive explosive at each of the blasting points.

[0061] In this embodiment, the number of blasts at each blasting point can be determined based on mining information, and the required unconfined compressive strength of the open area when multiple blasts are performed at each blasting point using the amount of single-explosive explosive can be calculated. The number of multiple blasts performed at each blasting point can be equal to the number of blasts at that blasting point in the mining information.

[0062] S1032. Determine the strength of the stockpile based on the unconfined compressive strength corresponding to each of the aforementioned blasting points.

[0063] Typically, the dynamic load generated by multiple blasts is several times that of a single blast. When there are multiple blasting points, and each blasting point may experience more than one blast, the required unconfined compressive strength of the open field can be determined based on the dynamic load generated by multiple blasts at multiple blasting points.

[0064] Specifically, the maximum value of the unconfined compressive strength corresponding to each blasting point can be determined, and the maximum value of multiple unconfined compressive strengths can be determined as the strength of the stockpile required for the open field to resist the blast-related ore body.

[0065] S104. Determine the tailings disposal plan for filling the formed void based on the strength of the stockpile.

[0066] After determining the strength of the filling or stockpile formed by filling the void, a tailings disposal plan can be determined based on the strength of the stockpile. That is, after the tailings are disposed of according to the tailings disposal plan and the void is filled, the strength of the resulting stockpile should be at least greater than the aforementioned stockpile strength.

[0067] In one possible implementation of the embodiments of this application, such as Figure 4 As shown, the tailings disposal plan for filling the formed void in S104, based on the strength of the stockpile, may specifically include the following steps S1041-S1042:

[0068] S1041. Obtain the preset mapping table of stack strength and stack ratio scheme.

[0069] S1042. Based on the mapping table of the strength and proportion of the stockpile, determine the tailings disposal plan for filling the formed void.

[0070] In this embodiment of the application, different stockpile strengths and the configuration schemes for forming the corresponding stockpiles can be recorded by a mapping table. The mapping table can record the stockpile strengths corresponding to stockpiles formed according to different stockpile ratio schemes. The stockpile ratio scheme can include the concentration of the slurry and the ash-sand ratio for forming the corresponding stockpile.

[0071] Therefore, when determining the tailings disposal scheme for filling the formed voids based on the mapping table of tailings strength and tailings ratio, the concentration of the slurry and the ash-sand ratio for filling the formed voids can be determined based on the mapping table of tailings strength and tailings ratio.

[0072] In this embodiment, by identifying the associated ore body of the formed open space and determining the planned single-explosive charge and blasting distance for blasting the associated ore body, the required strength of the resulting open space stockpile to resist the blasting of the associated ore body can be calculated based on the single-explosive charge and blasting distance. Furthermore, the tailings disposal plan for filling the open space can be determined based on the stockpile strength. This embodiment, by combining relevant information from the blasting of the associated ore body, can more accurately determine the required stockpile strength for the open space, and thus tailings disposal plans can be tailored accordingly.

[0073] It should be noted that the sequence number of each step in the above embodiments does not imply the order of execution. The execution order of each process should be determined by its function and internal logic, and should not constitute any limitation on the implementation process of the embodiments of this application.

[0074] Reference Figure 5 The diagram illustrates a tailings disposal scheme generation device provided in an embodiment of this application. Specifically, it may include an associated ore body determination module 501, a single-explosive quantity and blasting distance determination module 502, a stockpile strength calculation module 503, and a tailings disposal scheme determination module 504, wherein:

[0075] The associated ore body determination module 501 is used to determine the associated ore bodies in the formed open fields;

[0076] The single-explosive charge and blasting distance determination module 502 is used to determine the planned single-explosive charge and blasting distance for blasting the associated ore body, wherein the blasting distance is the distance between the blasting point and the center point of the formed open field;

[0077] The stockpile strength calculation module 503 is used to calculate the stockpile strength required to resist the blasting of the associated ore body based on the amount of single explosive charge and the blasting distance.

[0078] The tailings disposal scheme determination module 504 is used to determine the tailings disposal scheme for filling the formed void based on the strength of the stockpile.

[0079] In one possible implementation of this application embodiment, the single-explosive quantity and blasting distance determination module 502 can be used for:

[0080] Obtain mining information of the associated ore body, the mining information including multiple blasting points of the associated ore body and information on the amount of single-shot explosive used at each blasting point, wherein the amount of single-shot explosive used at each blasting point is equal;

[0081] The blasting distance between each blasting point and the center point of the open field is determined.

[0082] In one possible implementation of this application embodiment, the stack strength calculation module 503 can be used for:

[0083] Determine the unconfined compressive strength required for the open field when using the specified amount of single-explosive explosive at each of the specified blasting points;

[0084] The strength of the stockpile is determined based on the unconfined compressive strength corresponding to each of the aforementioned blast points.

[0085] In this embodiment of the application, the stack strength calculation module 503 can be specifically used for:

[0086] Based on the mining information, determine the number of blasts at each blasting point;

[0087] The required unconfined compressive strength of the open field is calculated when multiple blasts are performed at each of the blast points using the amount of single-explosive explosive. The number of multiple blasts performed at each of the blast points is equal to the number of blasts performed at the blast point.

[0088] In this embodiment of the application, the stack strength calculation module 503 can also be used for:

[0089] Determine the maximum value of the unconfined compressive strength corresponding to each of the aforementioned burst points;

[0090] The maximum value among the multiple unconfined compressive strengths is determined as the stockpile strength required for the open field to resist blasting of the associated ore body.

[0091] In one possible implementation of this application embodiment, the tailings disposal scheme determination module 504 can be used for:

[0092] Obtain the preset mapping table of stack strength and stack ratio scheme;

[0093] Based on the mapping table of the strength and proportion of the stockpile, the tailings disposal scheme for filling the formed void is determined.

[0094] In this embodiment of the application, the mapping table can record the stockpile strength corresponding to stockpile formed according to different stockpile proportioning schemes. The stockpile proportioning scheme can include the concentration of the slurry forming the stockpile and the ash-sand ratio. The tailings disposal scheme determination module 504 can specifically be used for:

[0095] Based on the mapping table of the strength and proportion of the stockpile, the concentration and ash-sand ratio of the slurry used to fill the formed void are determined.

[0096] This application also provides a tailings disposal solution generation device, which can be used to implement the steps in the aforementioned method embodiments.

[0097] As the apparatus embodiments are basically similar to the method embodiments, they are described in a relatively simple manner. For relevant details, please refer to the description in the method embodiment section.

[0098] Reference Figure 6 The diagram illustrates a computer device provided in an embodiment of this application. Figure 6 As shown, the computer device 600 in this embodiment includes: a processor 610, a memory 620, and a computer program 621 stored in the memory 620 and executable on the processor 610. When the processor 610 executes the computer program 621, it implements the steps in the various embodiments of the tailings disposal scheme generation method described above, for example... Figure 1Steps S101 to S104 are shown. Alternatively, when the processor 610 executes the computer program 621, it implements the functions of each module / unit in the above-described device embodiments, for example... Figure 5 The functions of modules 501 to 504 are shown.

[0099] For example, the computer program 621 can be divided into one or more modules / units, which are stored in the memory 620 and executed by the processor 610 to complete this application. The one or more modules / units can be a series of computer program instruction segments capable of performing specific functions, which can be used to describe the execution process of the computer program 621 in the computer device 600. For example, the computer program 621 can be divided into a module for determining the associated ore body, a module for determining the amount of single-shot explosive and blasting distance, a module for calculating the strength of the stockpile, and a module for determining the tailings disposal scheme. The specific functions of each module are as follows:

[0100] The associated ore body identification module is used to identify associated ore bodies in existing open areas;

[0101] The module for determining the amount of single-shot explosive and the blasting distance is used to determine the amount of single-shot explosive and the blasting distance planned for blasting the associated ore body, wherein the blasting distance is the distance between the blasting point and the center point of the formed open field;

[0102] The stockpile strength calculation module is used to calculate the stockpile strength required to resist the blasting of the associated ore body based on the amount of single explosive charge and the blasting distance.

[0103] The tailings disposal scheme determination module is used to determine the tailings disposal scheme for filling the formed void based on the strength of the stockpile.

[0104] The computer device 600 can be a device for implementing the steps in the foregoing method embodiments, and can be a desktop computer, cloud server, or other computing device. The computer device 600 may include, but is not limited to, a processor 610 and a memory 620. Those skilled in the art will understand that... Figure 6 This is merely one example of computer device 600 and does not constitute a limitation on computer device 600. It may include more or fewer components than shown, or combine certain components, or different components. For example, computer device 600 may also include input / output devices, network access devices, buses, etc.

[0105] The processor 610 can be a central processing unit (CPU), or other general-purpose processors, digital signal processors (DSPs), application-specific integrated circuits (ASICs), field-programmable gate arrays (FPGAs), or other programmable logic devices, discrete gate or transistor logic devices, discrete hardware components, etc. The general-purpose processor can be a microprocessor or any conventional processor.

[0106] The memory 620 can be an internal storage unit of the computer device 600, such as a hard disk or RAM of the computer device 600. The memory 620 can also be an external storage device of the computer device 600, such as a plug-in hard disk, Smart Media Card (SMC), Secure Digital (SD) card, Flash Card, etc., equipped on the computer device 600. Furthermore, the memory 620 can include both internal and external storage units of the computer device 600. The memory 620 is used to store the computer program 621 and other programs and data required by the computer device 600. The memory 620 can also be used to temporarily store data that has been output or will be output.

[0107] This application also discloses a computer device, including a memory, a processor, and a computer program stored in the memory and executable on the processor. When the processor executes the computer program, it implements the tailings disposal scheme generation method as described in the foregoing embodiments.

[0108] This application also discloses a computer-readable storage medium storing a computer program that, when executed by a processor, implements the tailings disposal scheme generation method as described in the foregoing embodiments.

[0109] This application also discloses a computer program product that, when run on a computer, causes the computer to execute the tailings disposal scheme generation method described in the foregoing embodiments.

[0110] The embodiments described above are only used to illustrate the technical solutions of this application, and are not intended to limit it. Although this application has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some of the technical features; and these modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of this application, and should all be included within the protection scope of this application.

Claims

1. A method for generating a tailings disposal scheme, characterized in that, include: Identify associated ore bodies in existing open areas; The associated ore body is the ore body surrounding the already formed open field; Determine the planned amount of single-shot explosive and blasting distance for blasting the associated ore body, wherein the blasting distance is the distance between the blasting point and the center point of the formed open field; Based on the amount of explosive used per blast and the blasting distance, calculate the strength of the stockpile required to resist the blasting of the associated ore body; The tailings disposal plan is determined based on the strength of the stockpile, and the tailings disposal plan is a plan to dispose of the tailings and use the tailings to fill the void.

2. The method according to claim 1, characterized in that, The determination of the planned single-explosive charge quantity and blasting distance for blasting the associated ore body includes: Obtain mining information of the associated ore body, the mining information including multiple blasting points of the associated ore body and information on the amount of single-shot explosive used at each blasting point, wherein the amount of single-shot explosive used at each blasting point is equal; The blasting distance between each blasting point and the center point of the open field is determined.

3. The method according to claim 1, characterized in that, The step of calculating the required stockpile strength to resist blasting of the associated ore body based on the amount of single-explosive charge and the blasting distance includes: Determine the unconfined compressive strength required for the open field when using the specified amount of single-explosive explosive at each of the specified blasting points; The strength of the stockpile is determined based on the unconfined compressive strength corresponding to each of the aforementioned blast points.

4. The method according to claim 3, characterized in that, The determination of the required unconfined compressive strength of the open field when using the specified amount of single-explosive explosive at each of the specified blasting points includes: Based on the mining information, determine the number of blasts at each of the aforementioned blasting points; The required unconfined compressive strength of the open field is calculated when multiple blasts are performed at each of the blast points using the amount of single-explosive explosive. The number of multiple blasts performed at each of the blast points is equal to the number of blasts performed at the blast point.

5. The method according to claim 3, characterized in that, Determining the strength of the stockpile based on the unconfined compressive strength corresponding to each of the aforementioned blast points includes: Determine the maximum value of the unconfined compressive strength corresponding to each of the aforementioned burst points; The maximum value among the multiple unconfined compressive strengths is determined as the stockpile strength required for the open field to resist blasting of the associated ore body.

6. The method according to any one of claims 1-5, characterized in that, The tailings disposal plan for filling the formed void based on the strength of the stockpile includes: Obtain the preset mapping table of stack strength and stack ratio scheme; Based on the mapping table of the strength and proportion of the stockpile, the tailings disposal scheme for filling the formed void is determined.

7. The method according to claim 6, characterized in that, The mapping table records the strength of the stockpiles corresponding to different stockpile mix proportions. The stockpile mix proportions include the concentration of the slurry forming the stockpile and the lime-sand ratio. Determining the tailings disposal plan for filling the formed void, based on the mapping table of stockpile strength and stockpile mix proportions, includes: Based on the mapping table of the strength and proportion of the stockpile, the concentration and ash-sand ratio of the slurry used to fill the formed void are determined.

8. A tailings disposal scheme generation device, characterized in that, include: The associated ore body identification module is used to identify associated ore bodies in existing open areas; The associated ore body is the ore body surrounding the already formed open field; The module for determining the amount of single-shot explosive and the blasting distance is used to determine the amount of single-shot explosive and the blasting distance planned for blasting the associated ore body, wherein the blasting distance is the distance between the blasting point and the center point of the formed open field; The stockpile strength calculation module is used to calculate the stockpile strength required to resist the blasting of the associated ore body based on the amount of single explosive charge and the blasting distance. The tailings disposal scheme determination module is used to determine the tailings disposal scheme for filling the formed void based on the strength of the stockpile. The tailings disposal scheme is a scheme for disposing of tailings and using tailings to fill the void.

9. A computer device comprising a memory, a processor, and a computer program stored in the memory and executable on the processor, characterized in that, When the processor executes the computer program, it implements the tailings disposal scheme generation method as described in any one of claims 1-7.

10. A computer-readable storage medium storing a computer program, characterized in that, When the computer program is executed by the processor, it implements the tailings disposal scheme generation method as described in any one of claims 1-7.