CN113515897B - Method and device for processing soft foundation road - Google Patents
Method and device for processing soft foundation road Download PDFInfo
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- CN113515897B CN113515897B CN202110904712.6A CN202110904712A CN113515897B CN 113515897 B CN113515897 B CN 113515897B CN 202110904712 A CN202110904712 A CN 202110904712A CN 113515897 B CN113515897 B CN 113515897B
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/20—Design optimisation, verification or simulation
- G06F30/27—Design optimisation, verification or simulation using machine learning, e.g. artificial intelligence, neural networks, support vector machines [SVM] or training a model
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06N—COMPUTING ARRANGEMENTS BASED ON SPECIFIC COMPUTATIONAL MODELS
- G06N3/00—Computing arrangements based on biological models
- G06N3/02—Neural networks
- G06N3/04—Architecture, e.g. interconnection topology
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06N—COMPUTING ARRANGEMENTS BASED ON SPECIFIC COMPUTATIONAL MODELS
- G06N3/00—Computing arrangements based on biological models
- G06N3/02—Neural networks
- G06N3/06—Physical realisation, i.e. hardware implementation of neural networks, neurons or parts of neurons
- G06N3/061—Physical realisation, i.e. hardware implementation of neural networks, neurons or parts of neurons using biological neurons, e.g. biological neurons connected to an integrated circuit
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06N—COMPUTING ARRANGEMENTS BASED ON SPECIFIC COMPUTATIONAL MODELS
- G06N3/00—Computing arrangements based on biological models
- G06N3/02—Neural networks
- G06N3/08—Learning methods
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q50/00—Systems or methods specially adapted for specific business sectors, e.g. utilities or tourism
- G06Q50/08—Construction
Abstract
The invention discloses a method and a device for processing a soft foundation road, wherein the method comprises the following steps: obtaining first road section information to be processed; obtaining annual precipitation information and air temperature change information of a first area; obtaining moisture evaporation change information; acquiring pre-treatment soft soil depth information and first soft soil density information; acquiring a first influence parameter based on the influence of the water evaporation change information on the pre-processing soft soil depth information; estimating the processed soft soil depth information of the first to-be-processed road section based on the first influence parameter and the pre-processed soft soil depth information; inputting the processed soft soil depth information and the first soft soil density information into a soft foundation road analysis model for training to obtain a first processing method based on the first road section information to be processed; and processing the first section to be processed. The method solves the technical problem that the soft foundation road cannot be processed in place due to the fact that comprehensive research and judgment cannot be carried out based on actual geographic conditions and influence factors in the prior art.
Description
Technical Field
The invention relates to the field of soft foundation roads, in particular to a method and a device for processing a soft foundation road.
Background
The road soft foundation treatment technology is a common construction technology in road construction engineering, and has important influence in the whole road construction. However, in the actual construction environment, various quality problems often occur to influence the construction quality and the service life of road engineering due to the limitation of various factors, so that the economic loss is also huge, and meanwhile, the traffic safety of pedestrians is also seriously threatened.
However, in the process of implementing the technical scheme of the embodiment of the application, the inventor discovers that the above technology has at least the following technical problems:
in the prior art, comprehensive research and judgment cannot be performed based on actual geographic conditions and influence factors, so that the soft foundation road is not processed in place.
Disclosure of Invention
The embodiment of the application solves the technical problems that the soft foundation road cannot be comprehensively researched and judged based on actual geographic conditions and influence factors in the prior art, and the soft foundation road is not properly treated, and can obtain the local water evaporation change by comprehensively researching the annual precipitation and air temperature change of the region of the road section to be treated, and simultaneously surveys the depth and density of the soft foundation layer of the road before treatment, and can predict the depth of the soft foundation layer after treatment based on the change influence of the water evaporation, so that the corresponding soft foundation road treatment method is determined based on the predicted soft foundation depth, and the technical effects that the soft foundation road is treated according to the actual geographic conditions and influence factors, the volume of gaps in the soft foundation is reduced, the surface of the treated roadbed is not deformed, and the firmness is kept are achieved.
The embodiment of the application provides a method for processing a soft foundation road, wherein the method comprises the following steps: obtaining first road section information to be processed; acquiring annual precipitation information and air temperature change information of a first area according to the first road section information to be processed; obtaining water evaporation change information according to the annual precipitation information and the air temperature change information; acquiring pre-processing soft soil depth information and first soft soil density information according to the first road section information to be processed; acquiring a first influence parameter based on the influence of the water evaporation change information on the pre-treatment soft soil depth information; estimating the processed soft soil depth information of the first road section to be processed based on the first influence parameter and the pre-processing soft soil depth information; inputting the processed soft soil depth information and the first soft soil density information into a soft foundation road analysis model for training to obtain a first processing method based on the first road section information to be processed; and processing the first road section to be processed according to the first processing method.
In another aspect, the present application also provides an apparatus for treating a soft foundation road, wherein the apparatus comprises: a first obtaining unit: the first obtaining unit is used for obtaining first road section information to be processed; a second obtaining unit: the second obtaining unit is used for obtaining annual precipitation information and air temperature change information of the first area according to the first road section information to be processed; a third obtaining unit: the third obtaining unit is used for obtaining the water evaporation change information according to the annual precipitation information and the air temperature change information; fourth obtaining unit: the fourth obtaining unit is used for obtaining the pre-processing soft soil depth information and the first soft soil density information according to the first road section information to be processed; fifth obtaining unit: the fifth obtaining unit is used for obtaining a first influence parameter based on the influence of the water evaporation change information on the pre-treatment soft soil depth information; a first estimating unit: the first estimating unit is used for estimating the processed soft soil depth information of the first to-be-processed road section based on the first influence parameter and the pre-processed soft soil depth information; a first input unit: the first input unit is used for inputting the processed soft soil depth information and the first soft soil density information into a soft foundation road analysis model for training to obtain a first processing method based on the first road section information to be processed; a first processing unit: the first processing unit is used for processing the first road section to be processed according to the first processing method.
One or more technical solutions provided in the embodiments of the present application at least have the following technical effects or advantages:
the method has the advantages that the annual precipitation and the air temperature change of the region of the road section to be treated are comprehensively investigated, the local water evaporation change can be obtained, meanwhile, the depth and the density of the soft soil base layer of the road before treatment are surveyed, the depth of the soft soil base layer after treatment can be estimated based on the change influence of the water evaporation, and the corresponding soft foundation road treatment method is further determined based on the estimated soft soil depth, so that the soft foundation road is treated according to the actual geographic conditions and influence factors, the volume of gaps in the soft foundation is reduced, and the technical effects that the surface of the roadbed after treatment is not deformed and is firm are ensured.
The foregoing description is only an overview of the present application, and is intended to be implemented in accordance with the teachings of the present application in order that the same may be more clearly understood and to make the same and other objects, features and advantages of the present application more readily apparent.
Drawings
FIG. 1 is a flow chart of a method for processing a soft foundation road according to an embodiment of the present application;
FIG. 2 is a schematic view of an apparatus for processing a soft foundation road according to an embodiment of the present application;
fig. 3 is a schematic structural diagram of an exemplary electronic device according to an embodiment of the present application.
Reference numerals illustrate: the device comprises a first obtaining unit 11, a second obtaining unit 12, a third obtaining unit 13, a fourth obtaining unit 14, a fifth obtaining unit 15, a first estimating unit 16, a first input unit 17, a first processing unit 18, a bus 300, a receiver 301, a processor 302, a transmitter 303, a memory 304 and a bus interface 305.
Detailed Description
The embodiment of the application solves the technical problems that the soft foundation road cannot be comprehensively researched and judged based on actual geographic conditions and influence factors in the prior art, and the soft foundation road is not properly treated, and can obtain the local water evaporation change by comprehensively researching the annual precipitation and air temperature change of the region of the road section to be treated, and simultaneously surveys the depth and density of the soft foundation layer of the road before treatment, and can predict the depth of the soft foundation layer after treatment based on the change influence of the water evaporation, so that the corresponding soft foundation road treatment method is determined based on the predicted soft foundation depth, and the technical effects that the soft foundation road is treated according to the actual geographic conditions and influence factors, the volume of gaps in the soft foundation is reduced, the surface of the treated roadbed is not deformed, and the firmness is kept are achieved.
Hereinafter, exemplary embodiments according to the present application will be described in detail with reference to the accompanying drawings. It should be apparent that the described embodiments are only some embodiments of the present application and not all embodiments of the present application, and it should be understood that the present application is not limited by the example embodiments described herein.
Summary of the application
The road soft foundation treatment technology is a common construction technology in road construction engineering, and has important influence in the whole road construction. However, in the actual construction environment, various quality problems often occur to influence the construction quality and the service life of road engineering due to the limitation of various factors, so that the economic loss is also huge, and meanwhile, the traffic safety of pedestrians is also seriously threatened. In the prior art, comprehensive research and judgment cannot be performed based on actual geographic conditions and influence factors, so that the soft foundation road is not processed in place.
Aiming at the technical problems, the technical scheme provided by the application has the following overall thought:
the embodiment of the application provides a method for processing a soft foundation road, wherein the method comprises the following steps: obtaining first road section information to be processed; acquiring annual precipitation information and air temperature change information of a first area according to the first road section information to be processed; obtaining water evaporation change information according to the annual precipitation information and the air temperature change information; acquiring pre-processing soft soil depth information and first soft soil density information according to the first road section information to be processed; acquiring a first influence parameter based on the influence of the water evaporation change information on the pre-treatment soft soil depth information; estimating the processed soft soil depth information of the first road section to be processed based on the first influence parameter and the pre-processing soft soil depth information; inputting the processed soft soil depth information and the first soft soil density information into a soft foundation road analysis model for training to obtain a first processing method based on the first road section information to be processed; and processing the first road section to be processed according to the first processing method.
In order to better understand the above technical solutions, the following detailed description will refer to the accompanying drawings and specific embodiments.
Example 1
As shown in fig. 1, an embodiment of the present application provides a method for processing a soft foundation road, wherein the method includes:
step S100: obtaining first road section information to be processed;
specifically, the road soft foundation treatment technology is a construction technology which is relatively common in road construction engineering, and has a non-negligible important influence in the whole road construction. However, in the actual construction environment, various quality problems often occur to influence the construction quality and the service life of road engineering due to the limitation of various factors, so that the economic loss is also huge, and meanwhile, the traffic safety of pedestrians is also seriously threatened. In the embodiment of the application, the processing mode can be determined according to the influence factors in multiple aspects by comprehensively researching the first road section information to be processed.
Step S200: acquiring annual precipitation information and air temperature change information of a first area according to the first road section information to be processed;
step S300: obtaining water evaporation change information according to the annual precipitation information and the air temperature change information;
Specifically, the first area is an area range to which the first road section information to be processed belongs, the annual precipitation information is annual precipitation information of the first area, the annual precipitation information is related to a local geographical environment, a climate factor and the like, when the first area is located in a south-oriented area, the annual precipitation information is an air temperature change of the first area, and similarly, when the first area is located in a north-oriented area, the air temperature is relatively dry, and the like, and the evaporation of moisture is affected by the annual precipitation information and the air temperature change information, so the moisture evaporation change information can be understood as moisture evaporation under the influence of the annual precipitation information and the air temperature change information, for example, when the first area is located in the south-oriented area, the moisture is relatively more, the evaporation of the moisture is relatively faster, and meanwhile, the hardness, the density and the like of a road soft soil are affected by the evaporation of the moisture.
Step S400: acquiring pre-processing soft soil depth information and first soft soil density information according to the first road section information to be processed;
specifically, the pre-processing soft soil depth information can be understood as actual soft soil depth information before the road processing, which is obtained through various means such as road survey, geographical investigation and the like. Soft soil generally refers to viscous soil which is in a soft plastic state and has high natural water content, high compressibility, low bearing capacity and low shear strength, and is usually subdivided into soft viscous soil, mucky soil, silt, peat soil, peat and the like in engineering. The first soft soil density information is the density of the soft soil before treatment, namely the density information of each component including soft cohesive soil, mucky soil, silt and the like in the soft soil, which is obtained through soil component analysis, and determines the firmness, hardness, durability and the like of the soft soil.
Step S500: acquiring a first influence parameter based on the influence of the water evaporation change information on the pre-treatment soft soil depth information;
step S600: estimating the processed soft soil depth information of the first road section to be processed based on the first influence parameter and the pre-processing soft soil depth information;
specifically, when the moisture evaporates faster, the excessive moisture in the soft soil evaporates faster, so that certain changes occur in the density and depth of the soft soil, further, namely, when the moisture evaporates faster in the soft soil, certain collapse exists in the soft soil, namely, the soft soil is deeper from the ground, and the first influence parameter is the influence of the moisture evaporation change information on the pre-treatment soft soil depth information. And further, based on the first influence parameter and the pre-treatment soft soil depth information, the post-treatment soft soil depth information of the first to-be-treated road section can be estimated, wherein the post-treatment soft soil depth information can be understood as the pre-estimated post-treatment soft soil depth information obtained through evaporation of water in soft soil and post-professional treatment of soft foundation roads, and further, a corresponding landfill or replacement method is determined based on the depth change of soft soil.
Step S700: inputting the processed soft soil depth information and the first soft soil density information into a soft foundation road analysis model for training to obtain a first processing method based on the first road section information to be processed;
step S800: and processing the first road section to be processed according to the first processing method.
Specifically, given that the pre-estimated soft soil depth information after the treatment is obtained, the soft soil depth information after the treatment and the first soft soil density information can be analytically trained based on the soft foundation road analysis model, and the first treatment method is a treatment method for the first road section to be treated, for example, when a treatment technology is selected, the physical characteristics of soft soil must be fully considered, if a soft soil layer under a foundation is relatively shallow, the soft soil layer has relatively small settlement amplitude, the existing destructiveness and danger are relatively small, and a relatively simple surface treatment method can be used for such soft soil foundation; for soft soil layers with the thickness of 3-4 m and the sand layer sandwiched between the soft soil layers, vertical drainage is not needed, compaction sand piles are not needed, and a surface treatment method is generally used; for soft soil layers with soft soil at the lower part and sand layers at the upper part, the treatment can be implemented by using a vertical drainage method; if the substrate under the pavement is inclined, the settlement amount of the relatively thick side of the soft soil layer is relatively large, so that the risk of slippage may exist, and the uneven settlement may cause slippage of different layers, so that the compaction sand pile method or the lime pile method is used for treatment, and corresponding solutions can be obtained by carrying out layering analysis on the soft soil layers with different depths. The method has the advantages that the annual precipitation and the air temperature change of the region of the road section to be treated are comprehensively investigated, the local water evaporation change can be obtained, meanwhile, the depth and the density of the soft soil base layer of the road before treatment are surveyed, the depth of the soft soil base layer after treatment can be estimated based on the change influence of the water evaporation, and the corresponding soft foundation road treatment method is further determined based on the estimated soft soil depth, so that the soft foundation road is treated according to the actual geographic conditions and influence factors, the volume of gaps in the soft foundation is reduced, and the technical effects that the surface of the roadbed after treatment is not deformed and is firm are ensured.
Further, the embodiment of the application further comprises:
step S910: acquiring first traffic network information of the first area;
step S920: obtaining second traffic network information of a second area, wherein the second area and the first area have a first traffic association degree;
step S930: obtaining traffic vehicle model information and traffic vehicle frequency information of the first to-be-processed road section according to the first traffic network information and the second traffic network information, wherein the first to-be-processed road section is an interconnection road section of the first area and the second area;
step S940: obtaining estimated load bearing information of the first road section to be processed according to the passing vehicle model information and the passing vehicle frequency information;
step S950: inputting the estimated bearing information into the soft foundation road analysis model for incremental learning to obtain a second processing method based on the first to-be-processed road section information;
step S960: and carrying out fusion analysis on the first processing method and the second processing method to generate a third processing method, and processing the first road section to be processed.
In particular, the processing scheme may also be determined with reference to road traffic conditions of the first area. Further, the first traffic network information is traffic distribution and traffic conditions of the first area, if the first area is a traffic hub, the first traffic network information is developed, meanwhile, second traffic network information of a second area can be obtained, the second area is an adjacent area of the first area, the first traffic association degree can be understood as that the first area is communicated with the second area, the second traffic network information is traffic distribution and traffic conditions of the second area, traffic network investigation is performed on the first traffic network information and the second traffic network information in real time, traffic vehicle model information and traffic vehicle frequency information of a first road section to be processed can be obtained, wherein the first road section to be processed is an interconnection road section of the first area and the second area, the road is passed through by the vehicles, the type and frequency of the passed vehicles can be monitored based on the electronic cameras and the like arranged on the road, the estimated bearing information is the estimated bearing information of the first road to be processed based on the monitored type and frequency of the passed vehicles, for example, if the frequent passing vehicles of the first road to be processed are heavy large cards carrying heavy goods and have rolling of a certain bearing on the road, the road is reinforced to a certain degree by combining the estimated bearing with the road with larger destructiveness, the road safety is ensured not to collapse, namely the estimated bearing information is input into the soft foundation road analysis model, the estimated bearing information is subjected to incremental learning, and then a second processing method based on the information of the first road to be processed is obtained, the second processing method is a soft foundation road processing method after reinforcement, and a third processing method is generated based on fusion analysis of the first processing method and the second processing method, the first road section to be processed is processed, and processing and reinforcement based on the road traffic condition of the first area and the estimated road load are ensured, so that the soft foundation road after processing has stronger bearing property and durability.
Further, the embodiment of the application further comprises:
step S1010: judging whether a first special land exists in the first road section to be processed within a preset range according to the first traffic network information;
step S1020: if the first special land exists in the first to-be-processed road section within the preset range, first crop information of the first special land is obtained;
step S1030: obtaining first soil planting environment information according to the first planting crop information;
step S1040: judging whether the third treatment method has influence on the first soil planting environment information or not;
step S1050: and if the third processing method affects the first soil planting environment information, adjusting the third processing method according to the first soil planting environment information.
Specifically, the investigation may also be performed based on the surrounding situation of the first section to be processed. Further, the first special land may be understood as whether there is a paddy planting area, a farmland, etc. of the farmer around the first to-be-processed road section within a preset range, if the first to-be-processed road section has the first special land within the preset range, first crop information of the first special land may be obtained, the first crop information may be understood as crops such as paddy planted in the farmland, and further, the first soil planting environment information may be understood as crops such as paddy, etc. the paddy soil must be kept moist, and therefore, a certain water layer must be ensured in the soil to assist the growth of the paddy, further, the road base water of the first to-be-processed road section is more affected, the processing of the first to-be-processed road section is affected, if the third processing method is to replace the soft soil layer, the paddy planting growth is seriously affected, the first soil planting environment is destroyed, the third processing method is not affected by the soft soil, the road is not affected by the soft soil, and the road is not affected by the soft soil processing, and the road is not further, and the road is not safely processed.
Further, the step S500 further includes obtaining a first influence parameter based on the influence of the moisture evaporation change information on the pre-treatment soft soil depth information:
step S510: according to the water evaporation change information, first depth information of soft soil of the first section to be processed at a first time is obtained;
step S520: obtaining second depth information of soft soil of the first to-be-processed road section at a second time according to the water evaporation change information, wherein the second time is delayed from the first time;
step S530: according to the first depth information and the second depth information, obtaining first depth change information of soft soil of the first road section to be processed at a first time interval, wherein the first time interval is a time interval between the first time and the second time;
step S540: and obtaining the first influence parameter according to the first time interval and the first depth change information.
Specifically, in order to specifically obtain the first influence parameter, further, first depth information of soft soil of the first to-be-processed road section at a first time may be obtained, the first time may be understood as sunrise time in a day, the first depth information may be understood as soft soil layer depth at sunrise time, meanwhile, based on the water evaporation change information, second depth information of soft soil of the first to-be-processed road section at a second time may be obtained, the second time may be understood as sunset time in a day, the second depth information may be understood as soft soil layer depth at sunset time, and further, the first depth change information may be obtained, namely, sun exposure through a day and evaporation of water in soil, and a subsidence depth change value of soft soil layer, the first time interval may be understood as sunrise to sunset time in a day, and further, based on the first time interval and the first depth change information, the first influence parameter may be obtained by calculation, and the obtained first image parameter may be more accurately studied based on actual influence factors.
Further, the adjusting the third processing method, step S1050 further includes:
step S1051: obtaining pavement paving material information of the first road section to be processed;
step S1052: obtaining common precipitation component information according to the annual precipitation information;
step S1053: determining paving material component information according to the pavement paving material information and the common precipitation component information;
step S1054: and carrying out material paving on the first road section to be processed according to the paving material composition information.
In particular, in order to determine the pavement paving material of the road section to be processed, further, the pavement paving material information may be understood as the material paved on the pavement of the first road section to be processed, for example, most of sand stone materials, industrial waste residues, inorganic binders, organic binders, soil, high molecular polymers, steel wood and the like, meanwhile, the common precipitation component information may be understood as specific components in precipitation, namely, whether acid rain components of nitrogen, sulfur and other compounds are included, and if the acid rain components exist, chemical reactions may be generated with the inorganic binders and the like in the pavement material to affect the integrity of the pavement paving material, so that the pavement paving material component information may be determined according to the pavement paving material information and the common precipitation component information, so that the physical and chemical properties of the pavement material are ensured to be stable, and the pavement of the first road section to be processed is further paved, so that the pavement of the road section to be processed is flat and not damaged.
Further, the embodiment of the application further comprises:
step S1055: presetting paving material solidification time according to the temperature change information and the paving material composition information;
step S1056: obtaining the road closing time of the first road section to be processed according to the solidification time of the paving material;
step S1057: uploading the road closing time to the first traffic network information to generate first reminding information;
step S1058: and reminding the passing vehicle to avoid the first road section to be processed according to the first reminding information.
Specifically, because the road section after the treatment needs time to solidify, in order to ensure the traffic safety of this process, further, can be according to the temperature change information with the paving material composition information, preset paving material solidification time, paving material solidification time is the time that the material solidification that presets needs, and then road closure time is for sealing the road of solidification process, avoids other current vehicles to cause the time quantum of destruction to it, road closure time with paving material solidification time keeps unanimous, in the road closure process, with road closure time is uploaded to first traffic network information, generates first warning information, first warning information is for reminding the traffic vehicle to avoid first road section of waiting to be handled, the detour is followed, ensures the road safety of confined first road section of waiting to be handled.
Further, the step S700 further includes inputting the processed soft soil depth information and the first soft soil density information into a soft foundation road analysis model for training to obtain a first processing method based on the first to-be-processed road section information:
step S710: inputting the processed soft soil depth information and the first soft soil density information into a soft foundation road analysis model for training, wherein the soft foundation road analysis model is obtained by training a plurality of sets of training data, and each set of training data in the plurality of sets of training data comprises: the processed soft soil depth information, the first soft soil density information and identification information for identifying a first processing method;
step S720: and obtaining a first training result of the soft foundation road analysis model, wherein the first training result is a first processing method of the first road section information to be processed.
Specifically, in order to obtain a more accurate first processing method of the first to-be-processed road segment information, the processed soft soil depth information and the first soft soil density information may be input into a soft foundation road analysis model for training. The soft-base road analysis model is a neural network model, i.e., a neural network model in machine learning, which is described based on a mathematical model of neurons. In brief, it is a mathematical model. In the embodiment of the application, the processed soft soil depth information and the first soft soil density information are input into a soft foundation road analysis model for training, and the neural network model is trained by using a first marked processing method.
Further, the process of the soft-base road analysis model is essentially a process of supervised learning. The plurality of sets of training data specifically comprises: the processed soft soil depth information, the first soft soil density information, and identification information for identifying a first processing method. And outputting a training result by the soft foundation road analysis model through inputting the processed soft soil depth information and the first soft soil density information. Checking the output information and the first processing method with the identification function, and if the output information is consistent with the first processing method with the identification function, completing the data supervised learning, and performing the next group of data supervised learning; and if the output information is inconsistent with the requirement of the first processing method with the identification function, the neural network learning model adjusts itself until the output result of the neural network learning model is consistent with the requirement of the first processing method with the identification function, and then supervised learning of the next group of data is performed. The neural network learning model is continuously corrected and optimized through training data, the accuracy of the neural network learning model for processing the information is improved through the process of supervised learning, and further the technical effect that the first processing method of the first road section information to be processed is more accurate is achieved.
In summary, the method and the device for processing the soft foundation road provided by the embodiment of the application have the following technical effects:
1. the method has the advantages that the annual precipitation and the air temperature change of the region of the road section to be treated are comprehensively investigated, the local water evaporation change can be obtained, meanwhile, the depth and the density of the soft soil base layer of the road before treatment are surveyed, the depth of the soft soil base layer after treatment can be estimated based on the change influence of the water evaporation, and the corresponding soft foundation road treatment method is further determined based on the estimated soft soil depth, so that the soft foundation road is treated according to the actual geographic conditions and influence factors, the volume of gaps in the soft foundation is reduced, and the technical effects that the surface of the roadbed after treatment is not deformed and is firm are ensured.
2. The traffic network information, the paving material information and the surrounding crop planting information of the first area are comprehensively researched and judged in all aspects, so that the first road section to be processed is processed more scientifically and reasonably, and the traffic safety of the road is ensured.
Example two
Based on the same inventive concept as the method for processing a soft foundation road in the foregoing embodiment, the present application also provides an apparatus for processing a soft foundation road, as shown in fig. 2, the apparatus comprising:
The first obtaining unit 11: the first obtaining unit 11 is configured to obtain first to-be-processed road section information;
the second obtaining unit 12: the second obtaining unit 12 is configured to obtain annual precipitation information and air temperature change information of the first area according to the first to-be-processed road segment information;
the third obtaining unit 13: the third obtaining unit 13 is configured to obtain moisture evaporation change information according to the annual precipitation information and the air temperature change information;
fourth obtaining unit 14: the fourth obtaining unit 14 is configured to obtain pre-processing soft soil depth information and first soft soil density information according to the first to-be-processed road segment information;
fifth obtaining unit 15: the fifth obtaining unit 15 is configured to obtain a first influence parameter based on an influence of the moisture evaporation change information on the pre-processing soft soil depth information;
the first estimating unit 16: the first estimating unit 16 is configured to estimate the processed soft soil depth information of the first to-be-processed road section based on the first influence parameter and the pre-processed soft soil depth information;
the first input unit 17: the first input unit 17 is configured to input the processed soft soil depth information and the first soft soil density information into a soft foundation road analysis model for training, so as to obtain a first processing method based on the first to-be-processed road section information;
The first processing unit 18: the first processing unit 18 is configured to process a first to-be-processed road segment according to the first processing method.
Further, the device further comprises:
sixth obtaining unit: the sixth obtaining unit is configured to obtain first traffic network information of the first area;
seventh obtaining unit: the seventh obtaining unit is configured to obtain second traffic network information of a second area, where the second area and the first area have a first traffic association degree;
eighth obtaining unit: the eighth obtaining unit is configured to obtain, according to the first traffic network information and the second traffic network information, traffic vehicle model information and traffic vehicle frequency information of the first to-be-processed road section, where the first to-be-processed road section is an interconnection road section of the first area and the second area;
a ninth obtaining unit: the ninth obtaining unit is configured to obtain estimated load bearing information of the first to-be-processed road section according to the passing vehicle model information and the passing vehicle frequency information;
a second input unit: the second input unit is used for inputting the estimated bearing information into the soft foundation road analysis model for incremental learning to obtain a second processing method based on the first road section information to be processed;
A first analysis unit: the first analysis unit is used for carrying out fusion analysis on the first processing method and the second processing method, generating a third processing method and processing the first road section to be processed.
Further, the device further comprises:
a first judgment unit: the first judging unit is used for judging whether a first special land exists in the first road section to be processed within a preset range according to the first traffic network information;
tenth obtaining unit: the tenth obtaining unit is configured to obtain first crop information of the first special land if the first to-be-processed road section has the first special land within the preset range;
eleventh obtaining unit: the eleventh obtaining unit is used for obtaining first soil planting environment information according to the first planting crop information;
a second judgment unit: the second judging unit is used for judging whether the third processing method has influence on the first soil planting environment information or not;
a first adjusting unit: and the first adjusting unit is used for adjusting the third processing method according to the first soil planting environment information if the third processing method affects the first soil planting environment information.
Further, the device further comprises:
a twelfth obtaining unit: the twelfth obtaining unit is used for obtaining first depth information of soft soil of the first to-be-processed road section at a first time according to the water evaporation change information;
thirteenth obtaining unit: the thirteenth obtaining unit is configured to obtain second depth information of soft soil of the first to-be-processed road section at a second time according to the moisture evaporation change information, where the second time is delayed from the first time;
fourteenth obtaining unit: the fourteenth obtaining unit is configured to obtain first depth change information of soft soil of the first to-be-processed road section at a first time interval according to the first depth information and the second depth information, where the first time interval is a time interval between the first time and the second time;
fifteenth obtaining unit: the fifteenth obtaining unit is configured to obtain the first influencing parameter according to the first time interval and the first depth change information.
Further, the device further comprises:
sixteenth obtaining unit: the sixteenth obtaining unit is used for obtaining pavement paving material information of the first to-be-processed road section;
Seventeenth obtaining unit: the seventeenth obtaining unit is used for obtaining common precipitation component information according to the annual precipitation information;
a first determination unit: the first determining unit is used for determining paving material component information according to the pavement paving material information and the common precipitation component information;
a first laying unit: the first paving unit is used for paving the materials on the first road section to be processed according to the paving material composition information.
Further, the device further comprises:
a first estimating unit: the first estimating unit is used for estimating the solidification time of the paving material according to the air temperature change information and the paving material composition information;
eighteenth obtaining unit: the eighteenth obtaining unit is used for obtaining the road closing time of the first road section to be processed according to the solidification time of the paving material;
a first uploading unit: the first uploading unit is used for uploading the road closing time to the first traffic network information and generating first reminding information;
a first reminding unit: the first reminding unit is used for reminding the passing vehicle to avoid the first road section to be processed according to the first reminding information.
Further, the device further comprises:
a third input unit: the third input unit is configured to input the processed soft soil depth information and the first soft soil density information into a soft foundation road analysis model for training, where the soft foundation road analysis model is obtained by training multiple sets of training data, and each set of training data in the multiple sets of training data includes: the processed soft soil depth information, the first soft soil density information and identification information for identifying a first processing method;
nineteenth obtaining unit: the nineteenth obtaining unit is configured to obtain a first training result of the soft-base road analysis model, where the first training result is a first processing method of the first to-be-processed road segment information.
The foregoing various modifications and embodiments of a method for treating a soft foundation road in the first embodiment of fig. 1 are equally applicable to an apparatus for treating a soft foundation road in the present embodiment, and those skilled in the art will be aware of the implementation of an apparatus for treating a soft foundation road in the present embodiment through the foregoing detailed description of a method for treating a soft foundation road, so that the detailed description will not be repeated for brevity of the present description.
Example III
An electronic device of an embodiment of the application is described below with reference to fig. 3.
Fig. 3 illustrates a schematic structural diagram of an electronic device according to an embodiment of the present application.
Based on the inventive concept of a method of processing a soft-base road as in the previous example, the present application also provides an apparatus for processing a soft-base road, on which a computer program is stored, which program, when being executed by a processor, implements the steps of any of the methods of a system for processing a soft-base road as described above.
Where in FIG. 3 a bus architecture (represented by bus 300), bus 300 may comprise any number of interconnected buses and bridges, with bus 300 linking together various circuits, including one or more processors, represented by processor 302, and memory, represented by memory 304. Bus 300 may also link together various other circuits such as peripheral devices, voltage regulators, power management circuits, etc., as are well known in the art and, therefore, will not be described further herein. Bus interface 305 provides an interface between bus 300 and receiver 301 and transmitter 303. The receiver 301 and the transmitter 303 may be the same element, i.e. a transceiver, providing a means for communicating with various other systems over a transmission medium. The processor 302 is responsible for managing the bus 300 and general processing, while the memory 304 may be used to store data used by the processor 302 in performing operations.
The embodiment of the application provides a method for processing a soft foundation road, wherein the method comprises the following steps: obtaining first road section information to be processed; acquiring annual precipitation information and air temperature change information of a first area according to the first road section information to be processed; obtaining water evaporation change information according to the annual precipitation information and the air temperature change information; acquiring pre-processing soft soil depth information and first soft soil density information according to the first road section information to be processed; acquiring a first influence parameter based on the influence of the water evaporation change information on the pre-treatment soft soil depth information; estimating the processed soft soil depth information of the first road section to be processed based on the first influence parameter and the pre-processing soft soil depth information; inputting the processed soft soil depth information and the first soft soil density information into a soft foundation road analysis model for training to obtain a first processing method based on the first road section information to be processed; and processing the first road section to be processed according to the first processing method.
It will be appreciated by those skilled in the art that embodiments of the present application may be provided as a method, system, or computer program product. Accordingly, the present application may take the form of an entirely hardware embodiment, an entirely software embodiment or an embodiment combining software and hardware aspects. Furthermore, the present application may 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, and the like) having computer-usable program code embodied therein.
The present invention is described with reference to flowchart illustrations and/or block diagrams of methods, apparatus (systems) and computer program products according to embodiments of the invention. It will be understood that each flow and/or block of the flowchart illustrations and/or block diagrams, and combinations of flows and/or blocks in the flowchart illustrations and/or block diagrams, can be implemented by computer program instructions. These computer program instructions may be provided to a processor of a general purpose computer, special purpose computer, embedded processor, 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 system for implementing the functions specified in the flowchart flow or flows and/or block diagram block or blocks.
These computer program instructions may also be stored in a computer-readable memory that can direct a computer or other programmable data processing apparatus to function in a particular manner, such that the instructions stored in the computer-readable memory produce an article of manufacture including instruction means which implement the function specified in the flowchart flow or flows and/or block diagram block or blocks.
These computer program instructions may also be loaded onto a computer or other programmable data processing apparatus to cause a series of operational steps to be performed on the computer or other programmable apparatus to produce a computer implemented process such that the instructions which execute on the computer or other programmable apparatus provide steps for implementing the functions specified in the flowchart flow or flows and/or block diagram block or blocks.
While preferred embodiments of the present invention have been described, additional variations and modifications in those embodiments may occur to those skilled in the art once they learn of the basic inventive concepts. It is therefore intended that the following claims be interpreted as including the preferred embodiments and all such alterations and modifications as fall within the scope of the invention.
It will be apparent to those skilled in the art that various modifications and variations can be made to the present invention without departing from the spirit or scope of the invention. Thus, it is intended that the present invention also include such modifications and alterations insofar as they come within the scope of the appended claims or the equivalents thereof.
Claims (9)
1. A method of treating a soft foundation roadway, wherein the method comprises:
Obtaining first road section information to be processed;
acquiring annual precipitation information and air temperature change information of a first area according to the first road section information to be processed;
obtaining water evaporation change information according to the annual precipitation information and the air temperature change information;
acquiring pre-processing soft soil depth information and first soft soil density information according to the first road section information to be processed;
based on the influence of the moisture evaporation change information on the pre-treatment soft soil depth information, a first influence parameter is obtained, wherein the first influence parameter is the influence of the moisture evaporation change information on the pre-treatment soft soil depth information;
estimating the processed soft soil depth information of the first road section to be processed based on the first influence parameter and the pre-processing soft soil depth information;
inputting the processed soft soil depth information and the first soft soil density information into a soft foundation road analysis model for training to obtain a first processing method based on the first road section information to be processed, wherein the first processing method is a processing method for the first road section to be processed;
and processing the first road section to be processed according to the first processing method.
2. The method of claim 1, wherein the method further comprises:
acquiring first traffic network information of the first area;
obtaining second traffic network information of a second area, wherein the second area and the first area have a first traffic association degree;
obtaining traffic vehicle model information and traffic vehicle frequency information of the first to-be-processed road section according to the first traffic network information and the second traffic network information, wherein the first to-be-processed road section is an interconnection road section of the first area and the second area;
obtaining estimated load bearing information of the first road section to be processed according to the passing vehicle model information and the passing vehicle frequency information;
inputting the estimated bearing information into the soft foundation road analysis model for incremental learning to obtain a second processing method based on the first to-be-processed road section information;
and carrying out fusion analysis on the first processing method and the second processing method to generate a third processing method, and processing the first road section to be processed.
3. The method of claim 2, wherein the method further comprises:
judging whether a first special land exists in the first road section to be processed within a preset range according to the first traffic network information;
If the first special land exists in the first to-be-processed road section within the preset range, first crop information of the first special land is obtained;
obtaining first soil planting environment information according to the first planting crop information;
judging whether the third treatment method has influence on the first soil planting environment information or not;
and if the third processing method affects the first soil planting environment information, adjusting the third processing method according to the first soil planting environment information.
4. The method of claim 1, wherein the obtaining a first impact parameter based on the impact of the moisture evaporation change information on the pre-treatment soft soil depth information further comprises:
according to the water evaporation change information, first depth information of soft soil of the first section to be processed at a first time is obtained;
obtaining second depth information of soft soil of the first to-be-processed road section at a second time according to the water evaporation change information, wherein the second time is delayed from the first time;
according to the first depth information and the second depth information, obtaining first depth change information of soft soil of the first road section to be processed at a first time interval, wherein the first time interval is a time interval between the first time and the second time;
And obtaining the first influence parameter according to the first time interval and the first depth change information.
5. The method of claim 3, wherein said adjusting said third processing method further comprises:
obtaining pavement paving material information of the first road section to be processed;
obtaining common precipitation component information according to the annual precipitation information;
determining paving material component information according to the pavement paving material information and the common precipitation component information;
and carrying out material paving on the first road section to be processed according to the paving material composition information.
6. The method of claim 5, wherein the method further comprises:
estimating solidification time of the paving material according to the air temperature change information and the paving material composition information;
obtaining the road closing time of the first road section to be processed according to the solidification time of the paving material;
uploading the road closing time to the first traffic network information to generate first reminding information;
and reminding the passing vehicle to avoid the first road section to be processed according to the first reminding information.
7. The method of claim 1, wherein the inputting the processed soft soil depth information and the first soft soil density information into a soft-base road analysis model for training, to obtain the first processing method based on the first to-be-processed road segment information, further comprises:
Inputting the processed soft soil depth information and the first soft soil density information into a soft foundation road analysis model for training, wherein the soft foundation road analysis model is obtained by training a plurality of sets of training data, and each set of training data in the plurality of sets of training data comprises: the processed soft soil depth information, the first soft soil density information and identification information for identifying a first processing method;
and obtaining a first training result of the soft foundation road analysis model, wherein the first training result is a first processing method of the first road section information to be processed.
8. An apparatus for treating a soft foundation roadway, wherein the apparatus comprises:
a first obtaining unit: the first obtaining unit is used for obtaining first road section information to be processed;
a second obtaining unit: the second obtaining unit is used for obtaining annual precipitation information and air temperature change information of the first area according to the first road section information to be processed;
a third obtaining unit: the third obtaining unit is used for obtaining the water evaporation change information according to the annual precipitation information and the air temperature change information;
fourth obtaining unit: the fourth obtaining unit is used for obtaining the pre-processing soft soil depth information and the first soft soil density information according to the first road section information to be processed;
Fifth obtaining unit: the fifth obtaining unit is configured to obtain a first influence parameter based on an influence of the moisture evaporation change information on the pre-processing soft soil depth information, where the first influence parameter is an influence of the moisture evaporation change information on the pre-processing soft soil depth information;
a first estimating unit: the first estimating unit is used for estimating the processed soft soil depth information of the first to-be-processed road section based on the first influence parameter and the pre-processed soft soil depth information;
a first input unit: the first input unit is used for inputting the processed soft soil depth information and the first soft soil density information into a soft foundation road analysis model for training to obtain a first processing method based on the first road section information to be processed, wherein the first processing method is a processing method for the first road section to be processed;
a first processing unit: the first processing unit is used for processing the first road section to be processed according to the first processing method.
9. An apparatus for handling soft foundation roads, comprising a memory, a processor and a computer program stored on the memory and executable on the processor, wherein the processor implements the steps of the method of any of claims 1-7 when the program is executed by the processor.
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