Tunnel soft and hard interlayer excavation control method and related equipment

Abstract

The application discloses a tunnel soft and hard interlayer tunneling control method and related equipment. The method comprises the following steps: obtaining rock-soil characteristic information of a target area corresponding to a tunnel to be excavated; determining geological stratification estimation information of the target area based on the rock-soil characteristic information, wherein the geological stratification estimation information comprises geological material physical properties and a geological layer thickness ratio; determining preset process parameters of the tunnel to be excavated in a tunneling process based on the geological stratification estimation information, wherein the preset process parameters comprise a preset tunneling force and a preset tunneling speed; and controlling a working state of a tunneling device based on the preset process parameters, wherein the working state comprises the tunneling force and the tunneling speed.

Description

Technical Field

[0001] This specification relates to the field of tunnel construction, and more specifically, this application relates to a method and related equipment for controlling tunnel excavation with alternating soft and hard layers. Background Technology

[0002] During tunnel construction, it is common to encounter adverse geological conditions involving complex rock strata, with alternating layers of soft and hard rock being a particularly prevalent type. Due to the unique properties of these alternating layers, their mechanical properties cannot be fully understood. Excavating tunnels under such geological conditions can easily lead to rock instability and collapse, causing engineering accidents. Therefore, effectively controlling construction process parameters during construction has become a crucial factor in ensuring construction safety. Summary of the Invention

[0003] The summary section introduces a series of simplified concepts, which will be further explained in detail in the detailed description section. This summary section is not intended to limit the key and essential technical features of the claimed technical solution, nor is it intended to determine the scope of protection of the claimed technical solution.

[0004] Firstly, this application proposes a method for controlling tunnel excavation with alternating soft and hard layers, the method comprising: Obtain the soil and rock characteristics information of the target area corresponding to the tunnel to be excavated; Based on the above-mentioned rock and soil characteristics information, the geological stratification prediction information of the above-mentioned target area is determined, wherein the above-mentioned geological stratification prediction information includes the physical properties of geological materials and the thickness ratio of geological layers; Based on the above geological stratification prediction information, the preset process parameters for the tunnel to be excavated during the excavation process are determined, wherein the preset process parameters include preset excavation force and preset excavation speed. The working state of the tunneling equipment is controlled based on the aforementioned preset process parameters, wherein the aforementioned working state includes tunneling force and tunneling speed.

[0005] Optionally, the above methods also include: To obtain information on the changes in tunneling stress during the tunneling process; Based on the above information on tunneling stress changes and the above preset process parameters, the first process adjustment parameters are determined. Adjust the working status of the tunneling equipment according to the first process adjustment parameters mentioned above.

[0006] Optionally, the determination of the first process adjustment parameters based on the aforementioned tunneling stress change information and the aforementioned preset process parameters includes: If the aforementioned tunneling stress change information exceeds the preset first stress change threshold, the first process adjustment parameter is determined based on the aforementioned tunneling stress change information and the aforementioned preset process parameters.

[0007] Optionally, the above methods also include: A three-dimensional model of the tunnel was constructed based on the above geological stratification prediction information. The measured stress information of the excavation section is used as the input information for the above-mentioned three-dimensional tunnel model to obtain the simulation stress information; If the difference between the simulated stress information and the measured stress information during the tunneling process exceeds the second stress change threshold, the second process adjustment parameter is determined based on the difference between the simulated stress information and the measured stress information and the preset process parameters, wherein the second stress change threshold is greater than the first stress change threshold. Adjust the working status of the tunneling equipment according to the second process adjustment parameters mentioned above.

[0008] Optionally, the above methods also include: If the time interval between the adjustment times corresponding to the first process adjustment parameter and the second process adjustment parameter is less than the first preset duration, the previous process adjustment parameter is adjusted a second time based on the average value of the first process adjustment parameter and the second process adjustment parameter.

[0009] Optionally, the above methods also include: If the adjustment time interval between the first process adjustment parameter and the second process adjustment parameter is greater than the first preset time and less than the second preset time, the previous process adjustment parameter is adjusted a second time based on the difference between the first process adjustment parameter and the second process adjustment parameter and the time interval.

[0010] Optionally, the above-mentioned secondary adjustment of the previous process adjustment parameters based on the difference between the first process adjustment parameters and the second process adjustment parameters and the time interval includes: The weighting coefficients are determined based on the aforementioned time intervals; Based on the aforementioned weighting coefficients and differences, the previous process adjustment parameters are adjusted a second time.

[0011] Secondly, this application also proposes a tunnel excavation control device for alternating soft and hard layers, comprising: The acquisition unit allows users to obtain geotechnical feature information of the target area corresponding to the tunnel to be excavated; The first determining unit is used to determine the geological stratification prediction information of the target area based on the above-mentioned rock and soil characteristic information, wherein the geological stratification prediction information includes the physical properties of geological materials and the geological layer thickness ratio. The second determining unit is used to determine the preset process parameters of the tunnel to be excavated during the excavation process based on the above-mentioned geological stratification prediction information, wherein the preset process parameters include preset excavation force and preset excavation speed. The control unit is used to control the working state of the tunneling equipment based on the aforementioned preset process parameters, wherein the aforementioned working state includes tunneling force and tunneling speed.

[0012] Thirdly, an electronic device includes: a memory, a processor, and a computer program stored in the memory and executable on the processor, wherein the processor executes the computer program stored in the memory to implement the steps of the tunnel soft-hard interlayer tunneling control method as described in any of the first aspects above.

[0013] Fourthly, this application also proposes a computer-readable storage medium having a computer program stored thereon, wherein the computer program, when executed by a processor, implements the tunnel soft-hard interlayer tunneling control method of any of the above claims in the first aspect.

[0014] In summary, the tunnel excavation control method for alternating soft and hard layers according to this application includes: acquiring soil and rock characteristic information of the target area corresponding to the tunnel to be excavated; determining geological stratification prediction information of the target area based on the soil and rock characteristic information, wherein the geological stratification prediction information includes the physical properties of geological materials and the thickness ratio of geological layers; determining preset process parameters for the tunnel to be excavated during the excavation process based on the geological stratification prediction information, wherein the preset process parameters include preset excavation force and preset excavation speed; and controlling the working state of the excavation equipment based on the preset process parameters, wherein the working state includes excavation force and excavation speed. The tunnel excavation control method for alternating soft and hard layers provided by this application obtains the soil and rock characteristics of the target area of ​​the tunnel to be excavated, determines geological stratification prediction information based on the soil and rock characteristics, determines preset process parameters for the excavation process based on the geological stratification prediction information, and controls the working state of the excavation equipment based on the preset process parameters, so that the working state of the excavation equipment corresponds to the distribution characteristics of the alternating soft and hard layers, thereby improving the safety during the construction of tunnels with alternating soft and hard layers.

[0015] The tunnel hard-soft interlayer tunneling control method proposed in this application, other advantages, objectives and features of this application will be partly apparent from the following description, and partly understood by those skilled in the art through study and practice of this application. Attached Figure Description

[0016] Various other advantages and benefits will become apparent to those skilled in the art upon reading the following detailed description of preferred embodiments. The accompanying drawings are for illustrative purposes only and are not intended to limit this specification. Furthermore, the same reference numerals denote the same parts throughout the drawings. In the drawings: Figure 1 A schematic flowchart of a tunnel excavation control method for alternating soft and hard layers is provided in this application embodiment; Figure 2 A structural schematic diagram of a tunnel excavation control device for alternating soft and hard layers is provided in this application embodiment; Figure 3 This is a schematic diagram of a tunnel hard-soft interlayer tunneling control electronic device provided in an embodiment of this application. Detailed Implementation

[0017] The application provides a method for controlling tunnel excavation in alternating soft and hard layers. This method obtains the soil and rock characteristics of the target area of ​​the tunnel to be excavated, determines geological stratification prediction information based on the soil and rock characteristics, determines preset process parameters for the excavation process based on the geological stratification prediction information, and controls the working state of the excavation equipment based on the preset process parameters. This ensures that the working state of the excavation equipment corresponds to the distribution characteristics of the alternating soft and hard layers, thereby improving the safety during the construction of tunnels in alternating soft and hard layers.

[0018] The terms "first," "second," "third," "fourth," etc. (if present) in the specification, claims, and accompanying drawings of this application are used to distinguish similar objects and are not necessarily used to describe a specific order or sequence. It should be understood that such data can be interchanged where appropriate so that the embodiments described herein can be implemented in a sequence other than that illustrated or described herein. Furthermore, the terms "comprising" and "having," and any variations thereof, are intended to cover non-exclusive inclusion; for example, a process, method, system, product, or apparatus that comprises a series of steps or units is not necessarily limited to those steps or units explicitly listed, but may include other steps or units not explicitly listed or inherent to such processes, methods, products, or apparatus. The technical solutions of the embodiments of this application will now be clearly and completely described in conjunction with the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of this application, and not all of them.

[0019] Please see Figure 1 This is a schematic flowchart of a tunnel hard-soft interlayer excavation control method provided in an embodiment of this application, which may specifically include: S110. Obtain the soil and rock characteristics information of the target area corresponding to the tunnel to be excavated; For example, soil and rock properties can be obtained by conducting geological exploration of the target area and processing the data from the geological exploration. Soil and rock property information includes the material of the soil and rock, its hardness, shear strength, elastic modulus, etc.

[0020] S120. Based on the above-mentioned rock and soil characteristics information, determine the geological stratification prediction information of the above-mentioned target area, wherein the above-mentioned geological stratification prediction information includes the physical properties of geological materials and the geological layer thickness ratio. For example, the geological stratification prediction information of the target area is determined based on the rock and soil characteristic information. That is, based on the physical properties of geological materials in the rock and soil characteristic information, such as hardness, shear strength and elastic modulus, the soft layer and hard layer are determined according to the variation law of physical properties, and the geological layer thickness ratio between the soft layer and the hard layer is determined.

[0021] S130. Based on the above geological stratification prediction information, determine the preset process parameters for the tunnel to be excavated during the excavation process, wherein the preset process parameters include preset excavation force and preset excavation speed. For example, based on geological stratification prediction information, preset process parameters for different geological layers can be determined. These parameters include preset tunneling force and preset tunneling speed. It is understood that the tunneling force is lower in soft layers compared to hard layers, while the preset tunneling speed can be appropriately increased. Specific tunneling force and speed values ​​can be determined based on historical construction process parameters.

[0022] S140. Control the working state of the tunneling equipment based on the above-mentioned preset process parameters, wherein the above-mentioned working state includes tunneling force and tunneling speed.

[0023] For example, the working state of the tunneling equipment can be controlled according to preset process parameters, that is, the tunneling force and tunneling speed of the tunneling equipment can be controlled by preset tunneling force and preset tunneling speed, so as to control the working state of the tunneling equipment to correspond to the distribution characteristics of soft and hard interlayers, thereby improving the safety in the construction process of soft and hard interlayer tunnels.

[0024] In summary, the tunnel excavation control method for alternating soft and hard layers provided in the application embodiments obtains the soil and rock characteristics of the target area of ​​the tunnel to be excavated, determines the geological stratification prediction information based on the soil and rock characteristics, determines the preset process parameters in the excavation process based on the geological stratification prediction information, and controls the working state of the excavation equipment according to the preset process parameters, so that the working state of the excavation equipment corresponds to the distribution characteristics of the alternating soft and hard layers, thereby improving the safety in the construction process of tunnels with alternating soft and hard layers.

[0025] In some examples, the above method also includes: To obtain information on the changes in tunneling stress during the tunneling process; Based on the above information on tunneling stress changes and the above preset process parameters, the first process adjustment parameters are determined. Adjust the working status of the tunneling equipment according to the first process adjustment parameters mentioned above.

[0026] For example, during the tunneling process, the stress change information at the target tunnel excavation end fed back by the tunneling equipment is monitored. This stress change information is compared with preset process parameters to determine the first process adjustment parameters, and the operating state of the tunneling equipment is adjusted accordingly. Due to the limitations of geological exploration accuracy, the estimated geological stratification information determined by exploration may differ from the actual stratification information. Therefore, by continuously acquiring information on stress changes during tunneling and adjusting the operating state of the tunneling equipment in real time, the construction safety of tunnels with alternating layers of soft and hard strata can be improved.

[0027] In some examples, the determination of the first process adjustment parameter based on the aforementioned tunneling stress variation information and the aforementioned preset process parameters includes: If the aforementioned tunneling stress change information exceeds the preset first stress change threshold, the first process adjustment parameter is determined based on the aforementioned tunneling stress change information and the aforementioned preset process parameters.

[0028] For example, when the tunneling stress change information exceeds a preset first stress change threshold, a first process adjustment parameter is determined based on the tunneling stress change information and preset process parameters. This parameter is then used to adjust the process parameters of the tunneling equipment to meet the detailed structural characteristics of the excavated tunnel cross-section. Adjustments to the preset process parameters are only made when the stress change information exceeds the first stress change threshold, avoiding frequent changes in process parameters due to minor differences. In other words, process parameter adjustments are only made when switching between soft and hard layers.

[0029] In some examples, the above method also includes: A three-dimensional model of the tunnel was constructed based on the above geological stratification prediction information. The measured stress information of the excavation section is used as the input information for the above-mentioned three-dimensional tunnel model to obtain the simulation stress information; If the difference between the simulated stress information and the measured stress information during the tunneling process exceeds the second stress change threshold, the second process adjustment parameter is determined based on the difference between the simulated stress information and the measured stress information and the preset process parameters, wherein the second stress change threshold is greater than the first stress change threshold. Adjust the working status of the tunneling equipment according to the second process adjustment parameters mentioned above.

[0030] For example, a 3D model of the tunnel is constructed using 3D simulation software based on geological stratification prediction information. Mechanical sensors are pre-embedded in the excavated sections to acquire measured stress information. This measured stress information is then used as input to the 3D model for numerical simulation to obtain simulated stress information. This simulated stress information includes stress information at the currently excavated section and measured stress information acquired by the tunneling equipment. If the measured stress information and the simulated stress information exceed a second stress change threshold, the simulation result is considered to differ significantly from the measured result. This phenomenon may be due to the simulation result being based on geological stratification prediction information, which may differ from the actual geological structure. Therefore, controlling the working state of the tunneling equipment through preset process parameters cannot meet the requirements of the actual geological conditions. A second process adjustment parameter is determined based on the difference between the true stress information and the measured stress information, along with the aforementioned preset process parameters, thereby adjusting the process state of the tunneling equipment.

[0031] In some examples, the above method also includes: If the time interval between the adjustment times corresponding to the first process adjustment parameter and the second process adjustment parameter is less than the first preset duration, the previous process adjustment parameter is adjusted a second time based on the average value of the first process adjustment parameter and the second process adjustment parameter.

[0032] For example, the first process adjustment parameter is obtained based on the measured stress change over a short period of time, and the second process adjustment parameter is obtained based on the difference between the simulated stress information and the measured stress information. If the first process adjustment parameter and the second process adjustment parameter are activated simultaneously within a short period of time, i.e. less than the first preset time, it is determined that the process parameter adjustment is based on the same soft and hard layer change. In this case, the previous process adjustment parameter is modified based on the average value of the two process adjustment parameters.

[0033] In some examples, the above method also includes: If the adjustment time interval between the first process adjustment parameter and the second process adjustment parameter is greater than the first preset time and less than the second preset time, the previous process adjustment parameter is adjusted a second time based on the difference between the first process adjustment parameter and the second process adjustment parameter and the time interval.

[0034] For example, if the adjustment time interval between the first process adjustment parameter and the second process adjustment parameter is greater than the first preset time and less than the second preset time, it is considered that there is a continuous change in hardness between the soft and hard layers within a certain tunneling length. In this case, the previous process adjustment parameter is adjusted based on the difference between the two process parameters and the time interval. For instance, if the time interval is closer to the first preset time, the first process adjustment parameter is used to adjust the working state of the tunneling equipment; if the time interval is closer to the second preset time, the second process adjustment parameter is used to adjust the working state of the tunneling equipment.

[0035] In some examples, the above-mentioned secondary adjustment of the previous process adjustment parameters based on the difference between the first process adjustment parameters and the second process adjustment parameters and the time interval includes: The weighting coefficients are determined based on the aforementioned time intervals; Based on the aforementioned weighting coefficients and differences, the previous process adjustment parameters are adjusted a second time.

[0036] For example, the weighting coefficient is determined based on the time interval. For instance, if the first preset duration is 60 seconds, the second preset duration is 90 seconds, and the time interval is 80 seconds, then the weighting coefficient can be determined as (80-60) / (90-60) = 0.67. The first process adjustment parameter corresponds to a tunneling speed of +2 and a tunneling force of +3, while the second process adjustment parameter corresponds to a tunneling speed of +5 and a tunneling force of +2. The difference in tunneling speed is +3, and the difference in tunneling force is -1. After the second adjustment, the tunneling speed of the process adjustment parameters is +2 + (+3 × 0.67) = +4, and the tunneling force is +3 + (-1 × 0.67) = 2.33. The tunnel hard-soft interlayer tunneling control method provided in this application addresses the situation where the hardness of the hard and soft layers continuously changes within a certain tunneling length. It determines the weighting coefficient based on the time interval and adjusts the previous process adjustment parameters according to the weighting coefficient, thereby adapting to the actual geological conditions of the geological layer.

[0037] Please see Figure 2 One embodiment of the tunnel soft-hard interlayer excavation control device in this application may include: The acquisition unit allows users to obtain geotechnical feature information of the target area corresponding to the tunnel to be excavated; The first determining unit is used to determine the geological stratification prediction information of the target area based on the above-mentioned rock and soil characteristic information, wherein the geological stratification prediction information includes the physical properties of geological materials and the geological layer thickness ratio. The second determining unit is used to determine the preset process parameters of the tunnel to be excavated during the excavation process based on the above-mentioned geological stratification prediction information, wherein the preset process parameters include preset excavation force and preset excavation speed. The control unit is used to control the working state of the tunneling equipment based on the aforementioned preset process parameters, wherein the aforementioned working state includes tunneling force and tunneling speed.

[0038] like Figure 3 As shown, this application embodiment also provides an electronic device 300, including a memory 310, a processor 320, and a computer program 311 stored in the memory 310 and executable on the processor. When the processor 320 executes the computer program 311, it implements the steps of any of the above-described methods for controlling the tunnel soft and hard interlayer excavation.

[0039] Since the electronic device described in this embodiment is the device used to implement the tunnel soft and hard interlayer excavation control device in the embodiment of this application, those skilled in the art can understand the specific implementation method and various variations of the electronic device in this embodiment based on the method described in the embodiment of this application. Therefore, how the electronic device implements the method in the embodiment of this application will not be described in detail here. Any device used by those skilled in the art to implement the method in the embodiment of this application is within the scope of protection of this application.

[0040] In practical implementation, when the computer program 311 is executed by the processor, it can achieve the following: Figure 1 Any of the corresponding implementation methods in the embodiments may specifically include: Obtain the soil and rock characteristics information of the target area corresponding to the tunnel to be excavated; Based on the above-mentioned rock and soil characteristics information, the geological stratification prediction information of the above-mentioned target area is determined, wherein the above-mentioned geological stratification prediction information includes the physical properties of geological materials and the thickness ratio of geological layers; Based on the above geological stratification prediction information, the preset process parameters for the tunnel to be excavated during the excavation process are determined, wherein the preset process parameters include preset excavation force and preset excavation speed. The working state of the tunneling equipment is controlled based on the aforementioned preset process parameters, wherein the aforementioned working state includes tunneling force and tunneling speed.

[0041] In some possible implementations, the above method further includes: To obtain information on the changes in tunneling stress during the tunneling process; Based on the above information on tunneling stress changes and the above preset process parameters, the first process adjustment parameters are determined. Adjust the working status of the tunneling equipment according to the first process adjustment parameters mentioned above.

[0042] In some possible implementations, determining the first process adjustment parameter based on the aforementioned tunneling stress variation information and the aforementioned preset process parameters includes: If the aforementioned tunneling stress change information exceeds the preset first stress change threshold, the first process adjustment parameter is determined based on the aforementioned tunneling stress change information and the aforementioned preset process parameters.

[0043] In some possible implementations, the above method further includes: A three-dimensional model of the tunnel was constructed based on the above geological stratification prediction information. The measured stress information of the excavation section is used as the input information for the above-mentioned three-dimensional tunnel model to obtain the simulation stress information; If the difference between the simulated stress information and the measured stress information during the tunneling process exceeds the second stress change threshold, the second process adjustment parameter is determined based on the difference between the simulated stress information and the measured stress information and the preset process parameters, wherein the second stress change threshold is greater than the first stress change threshold. Adjust the working status of the tunneling equipment according to the second process adjustment parameters mentioned above.

[0044] In some possible implementations, the above method further includes: If the time interval between the adjustment times corresponding to the first process adjustment parameter and the second process adjustment parameter is less than the first preset duration, the previous process adjustment parameter is adjusted a second time based on the average value of the first process adjustment parameter and the second process adjustment parameter.

[0045] In some possible implementations, the above method further includes: If the adjustment time interval between the first process adjustment parameter and the second process adjustment parameter is greater than the first preset time and less than the second preset time, the previous process adjustment parameter is adjusted a second time based on the difference between the first process adjustment parameter and the second process adjustment parameter and the time interval.

[0046] In some possible implementations, the above-mentioned secondary adjustment of the previous process adjustment parameters based on the difference between the first process adjustment parameters and the second process adjustment parameters and the time interval includes: The weighting coefficients are determined based on the aforementioned time intervals; Based on the aforementioned weighting coefficients and differences, the previous process adjustment parameters are adjusted a second time.

[0047] It should be noted that the descriptions of each embodiment in the above embodiments have different focuses. For parts that are not described in detail in a certain embodiment, please refer to the relevant descriptions in other embodiments.

[0048] Those skilled in the art will understand that embodiments of this application can be provided as methods, systems, or computer program products. Therefore, this application can take the form of a completely hardware embodiment, a completely software embodiment, or an embodiment combining software and hardware aspects. Furthermore, this application can take the form of a computer program product embodied on one or more computer-usable storage media (including but not limited to disk storage, CD-ROM, optical storage, etc.) containing computer-usable program code.

[0049] This application is described with reference to flowchart illustrations and / or block diagrams of methods, apparatus (systems), and computer program products according to embodiments of this application. It will be understood that each block of the flowchart illustrations and / or block diagrams, and combinations of blocks in the flowchart illustrations and / or block diagrams, can be implemented by computer program instructions. These computer program instructions can be provided to a processor of a general-purpose computer, special-purpose computer, embedded computer, or other programmable data processing apparatus to produce a machine, such that the instructions, which execute via the processor of the computer or other programmable data processing apparatus, create a machine for implementing the flowchart illustrations. Figure 1 One or more processes and / or boxes Figure 1 A device that provides the functions specified in one or more boxes.

[0050] These computer program instructions may also be stored in a computer-readable storage medium that can direct a computer or other programmable data processing device to function in a particular manner, such that the instructions stored in the computer-readable storage medium produce an article of manufacture including instruction means, which are implemented in a process Figure 1 One or more processes and / or boxes Figure 1 The function specified in one or more boxes.

[0051] These computer program instructions may also be loaded onto a computer or other programmable data processing equipment to cause a series of operational steps to be performed on the computer or other programmable equipment to produce a computer-implemented process, thereby providing instructions that execute on the computer or other programmable equipment for implementing the process. Figure 1 One or more processes and / or boxes Figure 1 The steps of the function specified in one or more boxes.

[0052] This application also provides a computer program product, which includes computer software instructions. When the computer software instructions are run on a processing device, the processing device executes the tunnel soft and hard interlayer excavation control process in the corresponding embodiment.

[0053] A computer program product includes one or more computer instructions. When the computer program instructions are loaded and executed on a computer, all or part of the flow or function according to the embodiments of this application is generated. The computer may be a general-purpose computer, a special-purpose computer, a computer network, or other programmable device. The computer instructions may be stored in a computer-readable storage medium or transmitted from one computer-readable storage medium to another. For example, computer instructions may be transmitted from one website, computer, server, or data center to another website, computer, server, or data center via wired (e.g., coaxial cable, fiber optic, digital subscriber line (DSL)) or wireless (e.g., infrared, wireless, microwave, etc.) means. The computer-readable storage medium may be any available medium that a computer can store or a data storage device such as a server or data center that integrates one or more available media. The available medium may be a magnetic medium (e.g., floppy disk, hard disk, magnetic tape), an optical medium (e.g., DVD), or a semiconductor medium (e.g., solid-state disk (SSD)).

[0054] Those skilled in the art will clearly understand that, for the sake of convenience and brevity, the specific working processes of the systems, devices, and units described above can be referred to the corresponding processes in the foregoing method embodiments, and will not be repeated here.

[0055] In the several embodiments provided in this application, it should be understood that the disclosed systems, apparatuses, and methods can be implemented in other ways. For example, the apparatus embodiments described above are merely illustrative; for instance, the division of units is only a logical functional division, and in actual implementation, there may be other division methods. For example, multiple units or components may be combined or integrated into another system, or some features may be ignored or not executed. Furthermore, the coupling or direct coupling or communication connection shown or discussed may be through some interfaces, or indirect coupling or communication connection between apparatuses or units, and may be electrical, mechanical, or other forms.

[0056] The units described as separate components may or may not be physically separate. The components shown as units may or may not be physical units; that is, they may be located in one place or distributed across multiple network units. Some or all of the units can be selected to achieve the purpose of this embodiment according to actual needs.

[0057] Furthermore, the functional units in the various embodiments of this application can be integrated into one processing unit, or each unit can exist physically separately, or two or more units can be integrated into one unit. The integrated unit can be implemented in hardware or as a software functional unit.

[0058] If the integrated unit is implemented as a software functional unit and sold or used as an independent product, it can be stored in a computer-readable storage medium. Based on this understanding, the technical solution of this application, in essence, or the part that contributes to the prior art, or all or part of the technical solution, can be embodied in the form of a software product. This computer software product is stored in a storage medium and includes several instructions to cause a computer device (which may be a personal computer, server, or network device, etc.) to execute all or part of the steps of the methods of the various embodiments of this application. The aforementioned storage medium includes various media capable of storing program code, such as USB flash drives, portable hard drives, read-only memory (ROM), random access memory (RAM), magnetic disks, or optical disks.

[0059] The above embodiments 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. Such 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.

Claims

1. A tunnel soft and hard interlayer excavation control method, characterized in that, include: Obtain the soil and rock characteristics information of the target area corresponding to the tunnel to be excavated; Based on the rock and soil characteristic information, the geological stratification prediction information of the target area is determined, wherein the geological stratification prediction information includes the physical properties of geological materials and the thickness ratio of geological layers; Based on the geological stratification prediction information, the preset process parameters for the tunnel to be excavated during the excavation process are determined, wherein the preset process parameters include preset excavation force and preset excavation speed; The working state of the tunneling equipment is controlled based on the preset process parameters, wherein the working state includes tunneling force and tunneling speed; Also includes: To obtain information on the changes in tunneling stress during the tunneling process; The first process adjustment parameter is determined based on the tunneling stress change information and the preset process parameters; the determination of the first process adjustment parameter based on the tunneling stress change information and the preset process parameters includes: when the tunneling stress change information exceeds the preset first stress change threshold, determining the first process adjustment parameter according to the tunneling stress change information and the preset process parameters; The working status of the tunneling equipment is adjusted according to the first process adjustment parameters; Also includes: A three-dimensional model of the tunnel is constructed based on the geological stratification prediction information; The measured stress information of the excavation section is used as the input information for the three-dimensional model of the tunnel to obtain the simulation stress information; If the difference between the simulated stress information and the measured stress information during the tunneling process exceeds the second stress change threshold, a second process adjustment parameter is determined based on the difference between the simulated stress information and the measured stress information and the preset process parameters, wherein the second stress change threshold is greater than the first stress change threshold. The working status of the tunneling equipment is adjusted according to the second process adjustment parameters; Also includes: If the time interval between the adjustment times corresponding to the first process adjustment parameter and the second process adjustment parameter is less than the first preset duration, the previous process adjustment parameter is adjusted a second time based on the average value of the first process adjustment parameter and the second process adjustment parameter. Also includes: If the adjustment time interval between the first process adjustment parameter and the second process adjustment parameter is greater than the first preset duration and less than the second preset duration, the previous process adjustment parameter is adjusted a second time based on the difference between the first process adjustment parameter and the second process adjustment parameter and the time interval.

2. The method of claim 1, wherein, The second adjustment of the previous process adjustment parameters based on the difference between the first process adjustment parameters and the second process adjustment parameters and the time interval includes: The weighting coefficients are determined based on the time interval; The process adjustment parameters from the previous step are adjusted a second time based on the weighting coefficients and the difference.

3. An electronic device, comprising: The memory and processor are characterized in that the processor is used to execute the computer program stored in the memory to implement the steps of the tunnel soft and hard interlayer tunneling control method as described in any one of claims 1-2.

4. A computer-readable storage medium having a computer program stored thereon, characterized in that: When the computer program is executed by the processor, it implements the tunnel soft and hard interlayer excavation control method as described in any one of claims 1-2.

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