CN116519055B - Intelligent early warning method for pipeline blockage of slurry shield slurry circulation system - Google Patents

Intelligent early warning method for pipeline blockage of slurry shield slurry circulation system Download PDF

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CN116519055B
CN116519055B CN202310490445.1A CN202310490445A CN116519055B CN 116519055 B CN116519055 B CN 116519055B CN 202310490445 A CN202310490445 A CN 202310490445A CN 116519055 B CN116519055 B CN 116519055B
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CN116519055A (en
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肖艳秋
孙春亚
徐志方
崔光珍
王鹏鹏
陈琳
张伟
刘新
翟让
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Henan Academy Of Sciences Institute Of Applied Physics Co ltd
Zhengzhou University of Light Industry
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    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
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    • E21D9/12Devices for removing or hauling away excavated material or spoil; Working or loading platforms
    • E21D9/13Devices for removing or hauling away excavated material or spoil; Working or loading platforms using hydraulic or pneumatic conveying means
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Abstract

The invention discloses an intelligent early warning method for pipeline blockage of a slurry shield slurry circulation system, which comprises the following steps: firstly, detecting the flow field state in the pipeline and the movement track of particles by using a detection device, calculating the performance parameters of the model by using coupling simulation, and constructing a training data set together with the detection result of the detection device. Secondly, constructing a proxy model, substituting a training sample set into the proxy model for training, optimizing a weight threshold of the proxy model by using an optimization algorithm in the training process, evaluating model precision, storing the model after meeting precision requirements, predicting, and adjusting and early warning by a control system according to a prediction result so as to achieve the intelligent early warning effect of a muddy water circulating system pipeline and improve tunneling efficiency.

Description

Intelligent early warning method for pipeline blockage of slurry shield slurry circulation system
Technical Field
The invention belongs to the technical field of intelligent monitoring of slurry shields, and particularly relates to an intelligent early warning method for pipeline blockage of a slurry circulation system of a slurry shield.
Background
Along with the acceleration of the urban process and the continuous expansion of traffic infrastructure construction, the slurry shield is also widely applied, wherein a slurry circulating system is used as an important component of the slurry balance shield machine, and soil particles are transmitted in a pipeline conveying mode, so that the slurry can be recycled, the construction efficiency of the shield machine is determined by the configuration of the slurry circulating system, and the working stability of the slurry circulating system has important significance for efficient tunneling and safe construction of the shield.
Because the slurry carries solid particles with different components such as gravel, pebbles and the like, the slurry circulation system is extremely easy to cause particle accumulation in a pipeline and further cause pipeline blockage. Once the pipeline is blocked, the muddy water circulating system is seriously influenced, and the pipeline pressure is possibly too high, pipe bursting and the like are caused, so that abnormal shutdown of shield tunneling work is caused, and finally, the construction efficiency is reduced and the cost is increased. In the existing pipeline blockage detection method, the detection method for detecting the pipeline based on the detection equipment has higher efficiency, but has higher use cost, so that the method for realizing intelligent early warning of pipeline blockage of the slurry shield slurry circulation system can monitor the running condition of the slurry circulation system in real time, and timely take corresponding adjustment measures, thereby having great significance in reducing energy consumption and improving tunneling efficiency.
Disclosure of Invention
Aiming at the problems that the construction condition of a slurry circulation pipeline is complex and the pipeline is extremely easy to generate particle blockage, the invention provides the intelligent early warning method for the blockage of the pipeline of the slurry shield slurry circulation system, which has scientific principle, easy operation, high intelligent degree and low operation cost.
In order to solve the technical problems, the invention adopts the following technical scheme: an intelligent early warning method for pipeline blockage of a slurry shield slurry circulating system comprises the following steps,
S1, detecting a flow field state in a pipeline and a movement track of particles by using a detection device, and displaying a detection result on a visual interface;
S2, performing multi-physical-field simulation calculation according to the operation parameter information of the slurry shield slurry circulation system under the real working condition collected by the detection device, and integrating the multi-physical-field simulation calculation results to construct a data set;
S3, substituting the formed training sample set into the agent model for training, testing after training, verifying the test result by using the verification sample set, and evaluating the prediction accuracy of the agent model; if the precision meets the requirement, predicting the motion state of the particles and outputting a prediction result; if the precision does not meet the requirement, optimizing the weight by using an optimization algorithm, predicting again, and outputting a prediction result after storing the network until the precision meets the requirement;
S4, transmitting the predicted result into a control system, and judging and adjusting the control system according to the predicted result, so that the real-time monitoring of the slurry shield slurry circulating system pipeline is achieved.
Further, the detection device is an X-ray beam, gamma rays or ultrasonic waves, the detection device is used for detecting the state of a flow field in a pipeline, the ultrasonic detection is taken as an example, the detection device is arranged at the inlet of a pulp inlet pipeline, the parameters such as the motion state, the speed, the size and the quantity of particles are detected, the flow velocity in the pipeline is measured by the electromagnetic flowmeter, and the specific detection steps are as follows:
s1.1, an ultrasonic transducer is arranged on one side of a pipeline, an ultrasonic driving circuit excites the ultrasonic transducer to generate ultrasonic waves, and the ultrasonic waves enter fluid;
S1.2, the echo signal receiving circuit finishes the processing of the ultrasonic echo reflected signal, including signal isolation, amplification, filtering and amplitude adjustment;
S1.3, detecting the state of particles in a pipeline by adopting a pulse refraction method, and assuming that the propagation speed of ultrasonic waves in an object is v and the time from emission to reflection of the particles is t, the sound path l of the particles is:
The received signals are displayed on a display screen in a pulse mode, the positions of particles are judged according to the amplitude and time in the display screen, the number of the particles can be directly determined by the number of pulse waves reflected by the particles, the distribution positions of the particles at the moments t 0 and t 1 are adopted respectively, the particle speed is calculated, and the detection result is displayed on a visual interface;
S1.4, an electromagnetic flowmeter, a pressure sensor, a density sensor and a viscosity sensor are arranged on the pipeline and are respectively used for measuring the flow rate, the pressure, the density and the viscosity in the pipeline;
and S1.5, displaying the detection result on a visual interface.
Further, the specific steps of step S2 are as follows:
s2.1, establishing a calculation model according to the pipeline shape through Creo modeling software;
s2.2, importing the calculation model into ICEM software grid division software, carrying out grid division on the established calculation model, checking the grid quality, and exporting a mesh grid file after the quality meets the requirement;
s2.3, importing the mesh file into EDEM software, and setting parameters of a particle motion model according to the collected parameters of the particle motion state;
S2.4, importing the mesh grid file into Fluent software, and setting boundary conditions and the like of a simulated calculation model by combining with actual working conditions; calculating momentum and energy exchange between the fluid and particles by iteration and passing the calculated data into the EDEM;
s2.5, in the EDEM software, calculating the speed and position information of the particles according to the flow field information calculated by the Fluent software, and transmitting the calculation result to the Fluent for further calculation;
S2.6, repeating the coupling calculation process until the movement state of the particles is approximately stable, and obtaining performance parameters such as slag carrying efficiency, particle accumulation and the like of the pipeline according to a simulation result;
S2.7 forming the monitored sample points into a sample point set, which may be expressed as { X 1,X2,X3,X4,X5,X6 } where X 1 represents the velocity of the particles, X 2 represents the size of the particles, X 3 represents the size of the particles, X 4 represents the velocity of the fluid, and the viscosity and density of the slurry, X 5 and X 6, respectively.
Further, in step S3, the agent model is used to predict the particle motion state, and an optimization algorithm is used to optimize the predicted result, taking a BP neural network as an example, and the sample point sets are used as input factors of the neural network, and the specific implementation steps are as follows:
S3.1 according to Kolmogrov theorem, a 3-layer neural network with n input units 2n+1 intermediate units and m output units can accurately represent any mapping, and can coordinate the capacity of the intermediate layers and training time; the structure for predicting pipeline blockage based on the BP neural network is divided into 3 layers, 6 input layers, 13 hidden layers and 3 output layers, which are called as a network structure of 6-13-3;
S3.2, the sizes of the selected sample points are different, normalization processing is needed to normalize the data to 0-1 in order to avoid that smaller data are submerged by larger data, and a normalization formula is as follows:
Wherein: x is an input factor, X min is the minimum value of the data, and X max is the maximum value of the data;
S3.3, according to the processed training data set, randomly extracting 200 data sample data sets, wherein 200 sample data sets are formed as input nodes of the BP neural network, and the result of coupling simulation is output as a training set sample set to train the neural network; randomly extracting 40 groups of samples to serve as a test set, testing and verifying test results by using a verification set;
s3.4, evaluating model accuracy of neural network prediction:
S3.5, optimizing the weight and the threshold by adopting a GA genetic algorithm, wherein each individual in the population comprises a weight and a threshold, the fitness of the individual is calculated by an fitness function, the GA genetic algorithm finds the individual corresponding to the optimal fitness through selection, crossing and mutation operation, and the BP neural network re-predicts the genetic algorithm optimizing weight and the threshold; and after training convergence, predicting the average flow speed of the slurry pipeline particles and the total particle number of the predicted samples.
Further, in step S4, the control system determines and adjusts the processing according to the prediction result specifically: if the possible occurrence of blockage is predicted, a signal early warning is sent and the shield front-end device is controlled to adjust, so that the occurrence of blockage is avoided; continuing to detect after the adjustment is completed; if the blockage is predicted not to occur, continuing to detect at the next moment;
The specific measures of the adjustment treatment are as follows:
S4.1, configuring proper high-quality slurry, adjusting the storage space of ground slurry and adjusting the viscosity of the slurry; preparing foam bentonite to be injected into a slurry shield slurry circulating system so as to improve the flow plasticity of the dregs;
s4.2, adjusting the proportion and flow of the slurry, and keeping the proper performance of the slurry; detecting and treating the slurry, removing impurities and sediments, and keeping the cleanliness of the slurry; and checking and maintaining equipment and pipelines in the mud recovery system to ensure the normal operation of the equipment and the pipelines.
By adopting the technical scheme, the invention has the main beneficial effects that:
According to the method, real data under various working conditions are utilized to carry out multi-physical-field simulation calculation, the simulation calculation result is used for training and predicting the pipeline agent model, and an optimization algorithm is adopted for optimizing the prediction result, so that the prediction accuracy is improved. And judging whether to alarm or not through the control system, thereby realizing the real-time monitoring of the pipeline blockage of the slurry shield slurry circulation system. Compared with the traditional detection method based on detection equipment for detecting the pipeline, the method can efficiently detect the movement condition of the particles in the pipeline of the slurry shield slurry circulation system, monitor in real time, reduce the monitoring maintenance cost and improve the construction efficiency.
Drawings
FIG. 1 is an overall flow chart of the present invention;
FIG. 2 is a schematic diagram of measuring the flow field state of a pipeline by using a pulse reflection method;
FIG. 3 is a flow chart of a coupling simulation of the present invention;
fig. 4 is a flow chart of neural network prediction according to the present invention.
Detailed Description
As shown in FIG. 1, the intelligent early warning method for pipeline blockage of the slurry shield slurry circulation system comprises the following steps:
S1, detecting a flow field state in a pipeline and a movement track of particles by using a detection device, and displaying a detection result on a visual interface;
S2, performing multi-physical-field simulation calculation according to the operation parameter information of the slurry shield slurry circulation system under the real working condition collected by the detection device, and integrating the multi-physical-field simulation calculation results to construct a data set;
S3, substituting the formed training sample set into the agent model for training, testing after training, verifying the test result by using the verification sample set, and evaluating the prediction accuracy of the agent model; if the precision meets the requirement, predicting the motion state of the particles and outputting a prediction result; if the precision does not meet the requirement, optimizing the weight by using an optimization algorithm, predicting again, and outputting a prediction result after storing the network until the precision meets the requirement;
S4, transmitting the predicted result into a control system, and judging and adjusting the control system according to the predicted result, so that the real-time monitoring of the slurry shield slurry circulating system pipeline is achieved.
The detection device is an X-ray beam, gamma rays or ultrasonic waves, the detection device is used for detecting the flow field state in the pipeline, as shown in fig. 2, the detection device is installed at the inlet of the slurry inlet pipeline for detecting parameters such as the motion state, speed, size and quantity of particles, and the electromagnetic flowmeter is used for measuring the flow velocity in the pipeline, and the specific detection steps are as follows:
s1.1, an ultrasonic transducer is arranged on one side of a pipeline, an ultrasonic driving circuit excites the ultrasonic transducer to generate ultrasonic waves, and the ultrasonic waves enter fluid;
S1.2, the echo signal receiving circuit finishes the processing of the ultrasonic echo reflected signal, including signal isolation, amplification, filtering and amplitude adjustment;
S1.3, detecting the state of particles in a pipeline by adopting a pulse refraction method, and assuming that the propagation speed of ultrasonic waves in an object is v and the time from emission to reflection of the particles is t, the sound path l of the particles is:
The received signals are displayed on a display screen in a pulse mode, the positions of particles are judged according to the amplitude and time in the display screen, the number of the particles can be directly determined by the number of pulse waves reflected by the particles, the distribution positions of the particles at the moments t 0 and t 1 are adopted respectively, the particle speed is calculated, and the detection result is displayed on a visual interface;
S1.4, an electromagnetic flowmeter, a pressure sensor, a density sensor and a viscosity sensor are arranged on the pipeline and are respectively used for measuring the flow rate, the pressure, the density and the viscosity in the pipeline;
and S1.5, displaying the detection result on a visual interface.
As shown in fig. 3, the specific steps of step S2 are as follows:
s2.1, establishing a calculation model according to the pipeline shape through Creo modeling software;
s2.2, importing the calculation model into ICEM software grid division software, carrying out grid division on the established calculation model, checking the grid quality, and exporting a mesh grid file after the quality meets the requirement;
s2.3, importing the mesh file into EDEM software, and setting parameters of a particle motion model according to the collected parameters of the particle motion state;
S2.4, importing the mesh grid file into Fluent software, and setting boundary conditions and the like of a simulated calculation model by combining with actual working conditions; calculating momentum and energy exchange between the fluid and particles by iteration and passing the calculated data into the EDEM;
s2.5, in the EDEM software, calculating the speed and position information of the particles according to the flow field information calculated by the Fluent software, and transmitting the calculation result to the Fluent for further calculation;
S2.6, repeating the coupling calculation process until the movement state of the particles is approximately stable, and obtaining performance parameters such as slag carrying efficiency, particle accumulation and the like of the pipeline according to a simulation result;
S2.7 forming the monitored sample points into a sample point set, which may be expressed as { X 1,X2,X3,X4,X5,X6 } where X 1 represents the velocity of the particles, X 2 represents the size of the particles, X 3 represents the size of the particles, X 4 represents the velocity of the fluid, and the viscosity and density of the slurry, X 5 and X 6, respectively.
As shown in fig. 4, in step S3, the agent model is used to predict the particle motion state, and an optimization algorithm is used to optimize the predicted result, taking a BP neural network as an example, and using the sample point sets as input factors of the neural network, the specific implementation steps are as follows:
S3.1 according to Kolmogrov theorem, a 3-layer neural network with n input units 2n+1 intermediate units and m output units can accurately represent any mapping, and can coordinate the capacity of the intermediate layers and training time; the structure for predicting pipeline blockage based on the BP neural network is divided into 3 layers, 6 input layers, 13 hidden layers and 3 output layers, which are called as a network structure of 6-13-3;
S3.2, the sizes of the selected sample points are different, normalization processing is needed to normalize the data to 0-1 in order to avoid that smaller data are submerged by larger data, and a normalization formula is as follows:
Wherein: x is an input factor, X min is the minimum value of the data, and X max is the maximum value of the data;
S3.3, according to the processed training data set, randomly extracting 200 data sample data sets, wherein 200 sample data sets are formed as input nodes of the BP neural network, and the result of coupling simulation is output as a training set sample set to train the neural network; randomly extracting 40 groups of samples to serve as a test set, testing and verifying test results by using a verification set;
s3.4, evaluating model accuracy of neural network prediction:
S3.5, optimizing the weight and the threshold by adopting a GA genetic algorithm, wherein each individual in the population comprises a weight and a threshold, the fitness of the individual is calculated by an fitness function, the GA genetic algorithm finds the individual corresponding to the optimal fitness through selection, crossing and mutation operation, and the BP neural network re-predicts the genetic algorithm optimizing weight and the threshold; and after training convergence, predicting the average flow speed of the slurry pipeline particles and the total particle number of the predicted samples.
In step S4, the control system determines and adjusts the processing according to the prediction result specifically: if the possible occurrence of blockage is predicted, a signal early warning is sent and the shield front-end device is controlled to adjust, so that the occurrence of blockage is avoided; continuing to detect after the adjustment is completed; if the blockage is predicted not to occur, continuing to detect at the next moment;
The specific measures of the adjustment treatment are as follows:
S4.1, configuring proper high-quality slurry, adjusting the storage space of ground slurry and adjusting the viscosity of the slurry; preparing foam bentonite to be injected into a slurry shield slurry circulating system so as to improve the flow plasticity of the dregs;
s4.2, adjusting the proportion and flow of the slurry, and keeping the proper performance of the slurry; detecting and treating the slurry, removing impurities and sediments, and keeping the cleanliness of the slurry; and checking and maintaining equipment and pipelines in the mud recovery system to ensure the normal operation of the equipment and the pipelines.
The foregoing description is only illustrative of the preferred embodiments of the present invention, and although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements or changes may be made without departing from the spirit and principles of the present invention.

Claims (3)

1. An intelligent early warning method for pipeline blockage of a slurry shield slurry circulating system is characterized by comprising the following steps of: comprises the steps of,
S1, detecting a flow field state in a pipeline and a movement track of particles by using a detection device, and displaying a detection result on a visual interface;
S2, performing multi-physical-field simulation calculation according to the operation parameter information of the slurry shield slurry circulation system under the real working condition collected by the detection device, and integrating the multi-physical-field simulation calculation results to construct a data set;
the specific steps of the step S2 are as follows:
s2.1, establishing a calculation model according to the pipeline shape through Creo modeling software;
s2.2, importing the calculation model into ICEM software grid division software, carrying out grid division on the established calculation model, checking the grid quality, and exporting a mesh grid file after the quality meets the requirement;
s2.3, importing the mesh file into EDEM software, and setting parameters of a particle motion model according to the collected parameters of the particle motion state;
S2.4, importing the mesh grid file into Fluent software, and setting boundary conditions of the simulated calculation model by combining with actual working conditions; calculating momentum and energy exchange between the fluid and particles by iteration and passing the calculated data into the EDEM;
s2.5, in the EDEM software, calculating the speed and position information of the particles according to the flow field information calculated by the Fluent software, and transmitting the calculation result to the Fluent for further calculation;
S2.6, repeating the steps from S2.4 to S2.5 until the movement state of the particles is approximately stable, and obtaining the slag carrying efficiency and particle stacking performance parameters of the pipeline according to the simulation result;
S2.7 forming the monitored sample points into a sample point set, denoted as { X 1,X 2 ,X 3 ,X 4 ,X 5,X 6 }, wherein X 1 represents the speed of the particles, X 2 represents the size of the particles, X 3 represents the size of the particles, X 4 represents the speed of the fluid, and X 5 and X 6 represent the viscosity and density of the slurry, respectively;
S3, substituting the formed training sample set into the agent model for training, testing after training, verifying the test result by using the verification sample set, and evaluating the prediction accuracy of the agent model; if the precision meets the requirement, predicting the motion state of the particles and outputting a prediction result; if the precision does not meet the requirement, optimizing the weight by using an optimization algorithm, predicting again, and outputting a prediction result after storing the network until the precision meets the requirement;
s3, predicting the particle motion state by using a proxy model, optimizing a predicted result by using an optimization algorithm, adopting a BP neural network, and taking the sample point set as an input factor of the neural network, wherein the specific implementation steps are as follows:
s3.1, the structure for predicting pipeline blockage based on the BP neural network is divided into 3 layers, 13 hidden layers of 6 input layers and 3 output layers, which are called as a network structure of 6-13-3;
S3.2, the sizes of the selected sample points are different, normalization processing is needed to normalize the data to 0-1 in order to avoid that smaller data are submerged by larger data, and a normalization formula is as follows:
wherein: x is an input factor, X min is the minimum value of the data, and X max is the maximum value of the data;
S3.3, according to the processed training data set, randomly extracting 200 data sample data sets, wherein 200 sample data sets are formed as input nodes of the BP neural network, and the result of coupling simulation is output as a training set sample set to train the neural network; randomly extracting 40 groups of samples to serve as a test set, testing and verifying test results by using a verification set;
s3.4, evaluating model accuracy of neural network prediction:
S3.5, optimizing the weight and the threshold by adopting a GA genetic algorithm, wherein each individual in the population comprises a weight and a threshold, the fitness of the individual is calculated by an fitness function, the GA genetic algorithm finds the individual corresponding to the optimal fitness through selection, crossing and mutation operation, and the BP neural network re-predicts the genetic algorithm optimizing weight and the threshold; after training convergence, predicting the average flow speed of mud water pipeline particles and the total particle number of the predicted samples;
S4, transmitting the predicted result into a control system, and judging and adjusting the control system according to the predicted result, so that the real-time monitoring of the slurry shield slurry circulating system pipeline is achieved.
2. The intelligent early warning method for pipeline blockage of the slurry shield slurry circulation system according to claim 1 is characterized by comprising the following steps: the detection device is an X-ray beam, gamma rays or ultrasonic waves, the flow field state in the pipeline is detected by using the detection device, when the detection device is ultrasonic waves, the detection device is arranged at the inlet of the pulp inlet pipeline, the movement state, speed, size and quantity of particles are detected, the flow velocity in the pipeline is measured by using the electromagnetic flowmeter, and the specific detection steps are as follows:
s1.1, an ultrasonic transducer is arranged on one side of a pipeline, an ultrasonic driving circuit excites the ultrasonic transducer to generate ultrasonic waves, and the ultrasonic waves enter fluid;
S1.2, the echo signal receiving circuit finishes the processing of the ultrasonic echo reflected signal, including signal isolation, amplification, filtering and amplitude adjustment;
S1.3, detecting the state of particles in a pipeline by adopting a pulse refraction method, and assuming that the propagation speed of ultrasonic waves in an object is v and the time from emission to reflection of the particles is t, the sound path l of the particles is:
the received signals are displayed on a display screen in a pulse mode, the positions of particles are judged according to the amplitude and time in the display screen, the number of the particles can be directly determined by the number of pulse waves reflected by the particles, the distribution positions of the particles at the time t0 and the time t1 are adopted respectively, the particle speed is calculated, and the detection result is displayed on a visual interface;
S1.4, an electromagnetic flowmeter, a pressure sensor, a density sensor and a viscosity sensor are arranged on the pipeline and are respectively used for measuring the flow rate, the pressure, the density and the viscosity in the pipeline;
and S1.5, displaying the detection result on a visual interface.
3. The intelligent early warning method for pipeline blockage of the slurry shield slurry circulation system according to claim 1 is characterized by comprising the following steps: in step S4, the control system determines and adjusts the processing according to the prediction result specifically: if the possible occurrence of blockage is predicted, a signal early warning is sent and the shield front-end device is controlled to adjust, so that the occurrence of blockage is avoided; continuing to detect after the adjustment is completed; if the blockage is predicted not to occur, continuing to detect at the next moment;
The specific measures of the adjustment treatment are as follows:
S4.1, configuring proper high-quality slurry, adjusting the storage space of ground slurry and adjusting the viscosity of the slurry; preparing foam bentonite to be injected into a slurry shield slurry circulating system so as to improve the flow plasticity of the dregs;
s4.2, adjusting the proportion and flow of the slurry, and keeping the proper performance of the slurry; detecting and treating the slurry, removing impurities and sediments, and keeping the cleanliness of the slurry; and checking and maintaining equipment and pipelines in the mud recovery system to ensure the normal operation of the equipment and the pipelines.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3018602U (en) * 1995-05-24 1995-11-28 大成建設株式会社 Muddy water shield machine mud pipe blocking device
JPH1018763A (en) * 1996-07-02 1998-01-20 Ebara Corp Blocking detecting method and blocking avoiding operating device for mud drain pipeline in mud shield construction system
CN108343442A (en) * 2018-01-18 2018-07-31 浙江大学 Slurry balance shield comprehensive simulation test platform mud and water balance control test system
CN115758864A (en) * 2022-10-31 2023-03-07 北京交通大学 Method for pre-judging and positioning blockage of slurry shield tunneling cutter head

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3018602U (en) * 1995-05-24 1995-11-28 大成建設株式会社 Muddy water shield machine mud pipe blocking device
JPH1018763A (en) * 1996-07-02 1998-01-20 Ebara Corp Blocking detecting method and blocking avoiding operating device for mud drain pipeline in mud shield construction system
CN108343442A (en) * 2018-01-18 2018-07-31 浙江大学 Slurry balance shield comprehensive simulation test platform mud and water balance control test system
CN115758864A (en) * 2022-10-31 2023-03-07 北京交通大学 Method for pre-judging and positioning blockage of slurry shield tunneling cutter head

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