CN117091560A - Classification monitoring method, device and equipment for slope deformation and storage medium - Google Patents
Classification monitoring method, device and equipment for slope deformation and storage medium Download PDFInfo
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Abstract
The application relates to a classification monitoring method, a device, equipment and a storage medium for slope deformation, wherein the method comprises the steps of obtaining a slope area, dividing the slope area to obtain a first monitoring slope and a second monitoring slope; acquiring slope deformation factors related to slope deformation according to the first monitoring slope and the second monitoring slope; according to the slope deformation factors, obtaining slope deformation influence factors representing the slope deformation degree; dividing the first monitoring slope and the second monitoring slope according to the slope deformation influence factors; and obtaining a dividing result, and obtaining monitoring parameters according to the dividing result. The slope monitoring system has the effects of carrying out targeted monitoring on the slope and improving the accuracy of monitoring.
Description
Technical Field
The application relates to the technical field of slope monitoring, in particular to a classification monitoring method, device and equipment for slope deformation and a storage medium.
Background
The slope is a slope with a certain gradient for stabilizing facilities such as highway foundations or foundation pits, and along with the use and construction of various foundation constructions, the use scenes of various types of slopes are gradually increased, for example, artificial slope areas constructed on the highway sides or natural slope areas on the highway sides, protection slopes on the hydraulic engineering and coal mine engineering sides, foundation pit slopes of various building engineering needing to excavate foundation pits and the like, the slope also holds a certain risk while guaranteeing the safety of production and life of people, the slope can deform due to various factors, and when the deformation amount causes quality change, namely, the slope deformation is changed into slope damage, serious threats are caused to the life and property safety of people, including landslide, collapse, dumping and the like, so that the deformation of the slope is monitored for disaster warning.
The existing slope deformation monitoring technology mainly utilizes instruments such as a GPS displacement meter and the like to monitor the displacement change of a slope, combines a water level meter to monitor the pressure of water on the slope and the like, comprehensively monitors and analyzes the condition of the slope, but aims at different types of slope damage, different influence factors are caused by different environments, and the same monitoring of different types of slope consumes more resources, and meanwhile, the monitoring result is possibly deviated.
With respect to the related art described above, the inventors consider that there is a defect that monitoring of different types of slopes is inaccurate.
Disclosure of Invention
In order to monitor the side slope in a targeted manner and improve the accuracy of monitoring, the application provides a classification monitoring method, device and equipment for the deformation of the side slope and a storage medium.
In a first aspect, the above object of the present application is achieved by the following technical solutions:
acquiring a side slope region, and dividing the side slope region to obtain a first monitoring side slope and a second monitoring side slope;
acquiring slope deformation factors related to slope deformation according to the first monitoring slope and the second monitoring slope, wherein the slope deformation factors comprise a first slope deformation factor and a second slope deformation factor;
According to the slope deformation factors, obtaining slope deformation influence factors representing the slope deformation degree, wherein the slope deformation influence factors comprise a first slope deformation influence factor and a second slope deformation influence factor;
dividing the first monitoring slope and the second monitoring slope according to the slope deformation influence factors;
and obtaining a dividing result, and obtaining monitoring parameters according to the dividing result.
By adopting the technical scheme, according to the side slope area to be monitored, the side slope area is classified and divided by the natural side slope area, the artificial side slope area, the ancient side slope and the new side slope, the obtained first monitoring side slope comprises the artificial side slope area containing the ancient side slope, the second monitoring side slope comprises the natural side slope area containing the ancient side slope, the artificial side slope area containing the new side slope and the natural side slope area containing the new side slope, the monitoring means of the natural side slope area, the artificial side slope area, the ancient side slope and the new side slope are distinguished, the side slope area can be initially classified according to the related factors in the first monitoring side slope and the second monitoring side slope by classifying the side slope types which are obviously distinguished by the relatively stable ancient side slope and the relatively easy-to-deform new side slope and the natural side slope area and the artificial side slope area, including geological factors, hydrologic factors, human factors, meteorological factors and the like, the influence on the slope can be further classified according to the factors from the inside and the outside of the slope according to the related factors, different monitoring means are implemented on the slope according to the different degrees of the influence caused by the internal factors and the external factors, for example, when the slope receives stress from the inside of the slope, the monitoring means to be implemented mainly monitor the absolute displacement and the like of the slope, and when the slope receives vibration influence from the outside of the slope, the monitoring means to be implemented mainly monitor the relative displacement, crack deformation and the like of the soil on the surface layer of the slope, therefore, the monitoring means with different degrees can be implemented in areas with different deformation speeds through the different influences caused by the internal factors, the comprehensive targeted monitoring is implemented on the slope with deep deformation degree and easy damage, and the relatively stable side slope is monitored for a long time, so that the monitoring resources are saved, the good distribution of the monitoring resources is realized, and the monitoring accuracy is further improved.
The present application may be further configured in a preferred example to: the method for obtaining the side slope region comprises the steps of dividing the side slope region into a first monitoring side slope and a second monitoring side slope, and specifically comprises the following steps:
according to the slope region, an artificial slope region and a natural slope region are obtained;
according to the artificial slope region and the natural slope region, an ancient landslide region is obtained;
and acquiring a first monitoring slope and a second monitoring slope according to the ancient landslide area and the slope area.
By adopting the technical scheme, the side slope can be roughly divided into the artificial side slope area and the natural side slope area, and the engineering construction implemented by the artificial side slope area is more stable than the natural structure of the natural side slope area, so that the side slope area is divided into the artificial side slope area and the natural side slope area, the preliminary monitoring classification can be realized, the ancient landslide area in the artificial side slope area and the natural side slope area is acquired, the artificial side slope area is divided into the ancient landslide area and the new landslide area, the natural side slope area is also divided into the ancient landslide area and the new landslide area, and the ancient landslide is also relatively stable relative to the new landslide, therefore, the side slope area is initially classified according to the stability according to the attribute type of the side slope, the subsequent classification is convenient, the multi-level classification improves the on-demand allocation for implementing the monitoring, and the monitoring accuracy is improved.
The present application may be further configured in a preferred example to: the obtaining the slope deformation factor according to the first monitoring slope and the second monitoring slope specifically comprises:
acquiring a first slope deformation factor according to the first monitoring slope, wherein the first slope deformation factor comprises a first slope geological factor, a first slope artificial factor and a first slope meteorological factor;
and acquiring a second slope deformation factor according to the second monitoring slope, wherein the second slope deformation factor comprises a second slope geological factor, a second slope hydrologic factor, a second slope artificial factor, a second slope vegetation factor and a second slope meteorological factor.
By adopting the technical scheme, the attribute data of various influencing factors in the side slope are obtained, the first monitoring side slope is relatively stable, so that the geological factors including factors such as the rock-soil material type, the geological structure, the side slope morphology and the like in the first monitoring side slope, the artificial factors including factors such as the engineering planning, the artificial side slope region properties and the like, and the weather factors including factors such as rainfall, snowfall, typhoon and air temperature are considered, the second monitoring side slope is easy to deform and destroy, so that the geological factors including factors such as the rock-soil material type, the geological structure, the side slope morphology, the stratum structure, the structural surface, the soft interlayer distribution and the like in the second monitoring side slope, the hydrological factors including factors such as the water pressure, the water flow speed, the ground water level, the underground water chemical property and the like, the artificial factors including factors such as the engineering planning, the side slope repair plan, the artificial side slope region properties and the like, the vegetation factors including factors such as the vegetation type, the vegetation root system distribution and the like, and the weather factors including rainfall, snowfall, typhoon and air temperature and the like are considered, the analysis can be carried out according to the obtained relevant factor data and the external influence data of the influence on the side slope, the normal monitoring and the monitoring of the side slope can be carried out according to the influence on the various factors, and the normal monitoring area is improved.
The present application may be further configured in a preferred example to: the obtaining the slope deformation influence factor according to the slope deformation factor specifically comprises the following steps:
acquiring a preset damage association factor, and screening the first slope deformation factor according to the preset damage association factor to obtain a first slope influence factor, wherein the first slope influence factor comprises a first slope geological influence factor, a first slope artificial influence factor and a first slope meteorological influence factor;
acquiring a first slope deformation influence factor according to the first slope influence factor;
screening the second slope deformation factors according to the preset damage association factors to obtain second slope influence factors, wherein the second slope influence factors comprise second slope geological influence factors, second slope hydrologic influence factors, second slope artificial influence factors, second slope vegetation influence factors and second slope meteorological influence factors;
and acquiring a second slope deformation influence factor according to the second slope influence factor.
By adopting the technical scheme, the damage association factors refer to factors directly related to deformation damage of the side slope in the deformation factors of the side slope, each factor in the damage association factors is associated with a monitoring threshold, the attribute data of each factor of the first monitoring side slope and the second monitoring side slope is compared with the monitoring threshold of the corresponding factor in the damage association factors, the factors of which the attribute data of each factor of the first monitoring side slope and the second monitoring side slope is larger than the monitoring threshold of the corresponding factor in the damage association factors are screened, the factors directly related to deformation damage of the side slope are obtained after screening, the deformation stage of the side slope is judged according to the attribute data of each factor, the influence factors represent the degree of deformation of the side slope, and the degree of monitoring is obtained according to the influence factors, for example, when the influence factors represent the degree of deformation of the side slope is about to occur, monitoring points are increased, the side slope is monitored more comprehensively, references are provided for implementing different monitoring means for implementing the monitoring by the obtained influence factors of the side slope, the monitoring accuracy is improved.
The present application may be further configured in a preferred example to: the first side slope deformation influence factor comprises a first side slope internal influence factor and a first external influence factor, and the first side slope deformation influence factor is obtained according to the first side slope influence factor, and specifically comprises the following steps:
acquiring a first slope internal influence factor according to the first slope geological influence factor;
and acquiring a first slope external influence factor according to the first slope influence human factor and the first slope influence meteorological factor.
By adopting the technical scheme, the geological factor is the inside constructional factor of side slope, belong to the intrinsic factor that causes the influence to first monitoring side slope, the human factor and meteorological factor then are the external factor that causes the influence to first monitoring side slope, the inside and outside factor causes the degree of influence to first monitoring side slope different, because the geological factor is the degree that represents the side slope and receives the stress in inside, the side slope is as the slope that has certain slope, when the side slope received internal stress and external influence the same, the inside influence deepens the degree of influence that the deformation of side slope caused, consequently through the differentiation of intrinsic factor and external factor, provide more accurate classification for subsequent implementation monitoring, the follow-up monitoring implementation of being convenient for.
The present application may be further configured in a preferred example to: the second slope deformation influence factor comprises a second slope internal influence factor and a second external influence factor, and the obtaining of the second slope deformation influence factor according to the second slope influence factor specifically comprises the following steps:
acquiring a second slope internal influence factor according to the second slope geological influence factor, the second slope hydrologic influence factor and the second slope vegetation influence factor;
and acquiring a second slope external influence factor according to the second slope artificial influence factor and the second slope meteorological influence factor.
Through adopting above-mentioned technical scheme, the second monitoring side slope is different from first monitoring side slope, the second monitoring side slope is the side slope region that takes place deformation destruction easily, therefore, when obtaining the influence factor of second monitoring side slope, need consider more inside and outside factors, same with the influence factor of first monitoring side slope, attribute data through inside and outside factor, obtain the influence factor that is used for judging the deformation stage of second monitoring side slope, can provide the reference for the implementation of monitoring means according to the influence factor of second monitoring side slope, the pertinence of monitoring implementation has been strengthened, and then the lease accuracy of monitoring is improved.
The present application may be further configured in a preferred example to: dividing the first monitoring slope and the second monitoring slope according to the slope deformation influence factors specifically comprises:
acquiring a first slope monitoring point according to the first slope deformation influence factor, and dividing the first monitoring slope according to the first slope monitoring point;
and acquiring a second slope monitoring point according to the second slope deformation influence factor, and dividing the second monitoring slope according to the second slope monitoring point.
By adopting the technical scheme, the influence factors are multiple, one influence factor corresponds to the attribute data of one influence factor, the influence factors are obtained according to the factors of the side slope, the attribute data of the same factor on the side slope can be different, for example, the attribute data of the same factor on different positions of the same side slope are different due to different water flows or different water channels, so that when monitoring points are obtained according to the influence factors, the monitoring points of each factor are sequentially carried out according to the various factors, the area covered by the monitoring points of each factor is the monitoring area of each factor, for example, the monitoring points are obtained according to the geological factors, the monitoring points of the geological factors comprise the key supporting positions of the side slope, the side slope cracks, the side slope surface layers and the like, the area formed by the monitoring points is the monitoring area of the geological factors, the monitoring areas are obtained according to the influence factors, the implementation of the same monitoring means is convenient, and the same monitoring means of the monitoring areas can be intensively observed when the monitoring data are observed, so that the monitoring efficiency is improved.
In a second aspect, the above object of the present application is achieved by the following technical solutions:
a classification monitoring device for slope deformation, the classification monitoring device for slope deformation comprising:
the slope region dividing module is used for obtaining a slope region and dividing the slope region to obtain a first monitoring slope and a second monitoring slope;
the slope deformation factor acquisition module is used for acquiring slope deformation factors related to the slope deformation according to the first monitoring slope and the second monitoring slope, wherein the slope deformation factors comprise a first slope deformation factor and a second slope deformation factor;
the slope deformation influence factor acquisition module is used for acquiring the slope deformation influence factor representing the slope deformation degree according to the slope deformation factor, wherein the slope deformation influence factor comprises a first slope deformation influence factor and a second slope deformation influence factor;
the monitoring area dividing module is used for dividing the first monitoring side slope and the second monitoring side slope according to the side slope deformation influence factors to obtain dividing results;
and the monitoring parameter acquisition module is used for acquiring the monitoring parameters of the first monitoring slope and the second monitoring slope according to the dividing result.
In a third aspect, the above object of the present application is achieved by the following technical solutions:
a computer device comprising a memory, a processor and a computer program stored in the memory and executable on the processor, the processor implementing the steps of the classification monitoring method of slope deformation described above when the computer program is executed.
In a fourth aspect, the above object of the present application is achieved by the following technical solutions:
a computer readable storage medium storing a computer program which when executed by a processor implements the steps of the classification monitoring method of side slope deformation described above.
In summary, the present application includes at least one of the following beneficial technical effects:
1. according to the side slope area to be monitored, the side slope area can be initially classified according to the relative factors in the first monitoring side slope and the second monitoring side slope by classifying the side slope area by using a relatively stable ancient side slope and a relatively easily deformed new side slope and a side slope type which is obviously different from a natural side slope area and an artificial side slope area, the side slope can be further classified according to the relative factors in the first monitoring side slope and the second monitoring side slope according to the influence of the relative factors on the side slope, different monitoring means are implemented on the side slope by the different degrees of the influence caused by the internal factors and the external factors, the monitoring means with different degrees are implemented on the area with different deformation speeds by the influence caused by the classification of the internal factors and the external factors, the comprehensive targeted monitoring is implemented on the side slope with deep deformation degree and easy damage, the relatively stable side slope is implemented for a long time, the monitoring resources are saved, the good allocation of the monitoring resources is realized, and the accuracy of the monitoring is further improved;
2. The method comprises the steps of screening factors directly related to deformation damage of a slope through comparison of attribute data of each factor of a first monitoring slope and a second monitoring slope and a monitoring threshold of a corresponding factor in damage related factors, judging a deformation stage of the slope according to the attribute data of each factor, wherein the influence factors represent the deformation degree of the slope, obtaining the monitoring degree according to the influence factors, for example, when the influence factors represent the deformation degree of the slope to be about to be deformed and damaged, adding monitoring points, carrying out more comprehensive monitoring on the slope, providing references for implementation of the monitoring through the obtained influence factors of the slope, and carrying out different monitoring means on different slopes, thereby enhancing the monitoring pertinence and the monitoring accuracy;
3. the influence factors are obtained according to the factors of the side slope, the attribute data of the same factor on the side slope can be different, therefore, when the monitoring points are obtained according to the influence factors, the monitoring points of all the factors are sequentially carried out, namely, the monitoring areas of all the factors are obtained according to the influence factors, the implementation of the same monitoring means is convenient, and when the monitoring data are observed again, the same monitoring means of the monitoring areas can be observed in a concentrated mode, so that the monitoring efficiency is improved.
Drawings
FIG. 1 is a flow chart of a classification monitoring method for slope deformation in an embodiment of the application;
FIG. 2 is a flowchart of an implementation of S10 of a classification monitoring method of slope deformation in an embodiment of the application;
FIG. 3 is a flowchart of an implementation of S20 of a classification monitoring method of slope deformation in an embodiment of the application;
FIG. 4 is a flowchart of an implementation of S30 of a classification monitoring method of slope deformation in an embodiment of the application;
FIG. 5 is a flowchart of an implementation of S32 of a classification monitoring method of slope deformation in an embodiment of the application;
FIG. 6 is a flowchart of an implementation of S34 of a classification monitoring method of slope deformation in an embodiment of the application;
FIG. 7 is a flowchart of an implementation of S40 of a classification monitoring method of slope deformation in an embodiment of the application;
FIG. 8 is a schematic block diagram of a classification monitoring device for slope deformation in accordance with an embodiment of the present application;
FIG. 9 is an internal block diagram of a classification monitoring computer device for slope deformation in an embodiment of the application.
Detailed Description
The present application will be described in further detail with reference to the accompanying drawings.
In an embodiment, as shown in fig. 1, the application discloses a classification monitoring method for slope deformation, which specifically comprises the following steps:
s10: and acquiring a slope area, and dividing the slope area to obtain a first monitoring slope and a second monitoring slope.
In this embodiment, the slope area refers to a slope that needs to be monitored for. The first monitored slope refers to a relatively stable slope. The second monitoring slope is a slope which is relatively easy to deform and break.
Specifically, before monitoring, the slope position in the area is obtained for the area to be monitored, and the slope position in the area is obtained as the area to be monitored, namely, the slope area, and according to the obtained slope area, the classification category related to the slope deformation in the slope area is obtained, and according to the classification category, the slope area is divided in terms of slope stability, namely, according to the classification category, the stability of the slope is judged according to the characteristics of each category, and further according to the stability, the slope area is divided into relatively stable slopes, namely, a first monitoring slope, and slopes relatively easy to deform and destroy, namely, a second monitoring slope.
S20: and acquiring side slope deformation factors related to side slope deformation according to the first monitoring side slope and the second monitoring side slope, wherein the side slope deformation factors comprise a first side slope deformation factor and a second side slope deformation factor.
In this embodiment, the slope deformation factor refers to attribute data of the slope related to deformation. The first slope deformation factor refers to a slope deformation factor of the first monitored slope. The second slope deformation factor refers to a slope deformation factor of the second monitoring slope.
Specifically, according to the first monitoring slope and the second monitoring slope which are obtained through preliminary division, attribute data, which represent the slope state, of the slopes, wherein the first monitoring slope and the second monitoring slope comprise slope deformation factors, the slope deformation factors comprise measured attribute data of each aspect of the slopes and planning and predicting related attribute data aiming at the slope area, the same slope deformation factors possibly have different attribute data at different positions of the slopes, and the slope deformation factors comprise all deformation related attribute data of each slope deformation factor in the slope area.
S30: and obtaining a slope deformation influence factor representing the slope deformation degree according to the slope deformation factor, wherein the slope deformation influence factor comprises a first slope deformation influence factor and a second slope deformation influence factor.
In this embodiment, the slope deformation influence factor refers to a numerical value indicating the degree of slope deformation obtained from the slope deformation factor. The first slope deformation influence factor refers to a slope deformation influence factor of the first monitoring slope. The second slope deformation influence factor refers to a slope deformation influence factor of the second monitoring slope.
Specifically, according to the slope deformation factor, that is, the attribute data related to the deformation of the slope, the attribute data is analyzed and judged, in this embodiment, the judging mode is that the attribute data is analyzed and judged by a related analysis and judgment model or system in the prior art, the stages of the slope are divided according to the judging result, each stage includes a stabilization stage, a fine deformation stage, an acceleration deformation stage and an early warning stage, each stage corresponds to a numerical value indicating that the slope deformation factor is in the stage, according to the stage of each slope deformation factor, a corresponding numerical value is obtained, that is, the slope deformation influence factor in the first monitoring slope is the first slope deformation influence factor, and the slope deformation influence factor in the second monitoring slope is the second slope deformation influence factor.
S40: dividing the first monitoring slope and the second monitoring slope according to the slope deformation influence factors.
Specifically, each slope deformation factor corresponds to one slope deformation influence factor, and since monitoring means for each different type of slope deformation factor are different, starting from the level of each slope deformation factor, according to the slope deformation influence factor corresponding to each slope deformation factor, a slope area covered by the slope deformation influence factor is used as a monitoring area of each slope deformation factor, so that the monitoring area corresponding to each slope deformation factor is obtained, and the monitoring area corresponding to each slope deformation factor can be conveniently implemented according to the monitoring area corresponding to each slope deformation factor when the same monitoring means is implemented.
S50: and obtaining a division result, and obtaining monitoring parameters according to the division result.
In this embodiment, the division result refers to a monitoring area corresponding to each slope deformation factor. The monitoring parameter refers to the monitored parameter of the implemented monitoring means.
Specifically, a division result of dividing the first monitored slope and the second monitored slope according to the slope deformation influence factors is obtained, the division result includes a monitoring area corresponding to each slope deformation factor and the slope deformation influence factors in the monitoring area, therefore, according to the slope deformation influence factors in the monitoring area representing the state of the slope, monitoring means corresponding to different stages are implemented at the position corresponding to each slope deformation influence factor so as to monitor different parameters, for example, when the slope deformation influence factors represent that the slope position is a stable stage, the number of parameters monitored by the implemented monitoring means is smaller relative to the number when the slope deformation influence factors represent that the slope position is a pre-warning stage, and the types of the monitored parameters are different.
In one embodiment, as shown in fig. 2, in step S10, a slope area is acquired, and the slope area is divided to obtain a first monitored slope and a second monitored slope, which specifically includes:
S11: and according to the slope region, acquiring an artificial slope region and a natural slope region.
In this embodiment, the artificial slope region refers to a slope constructed by construction. The natural slope region refers to a naturally occurring slope.
Specifically, according to the side slope included in the side slope region, the side slope region is divided according to whether the side slope is artificial or not, and the side slope region is divided into an artificial side slope region and a natural side slope region.
S12: and obtaining the ancient landslide area according to the artificial slope area and the natural slope area.
In this embodiment, the paleo-landslide region refers to a region on the side slope having a landslide body that has been formed for a certain period of time.
Specifically, for the artificial slope area and the natural slope area obtained by dividing, whether the artificial slope area and the natural slope area are provided with the ancient landslide body or not is identified in sequence, the slope area with the ancient landslide body is divided, and the ancient landslide area is obtained, and the area outside the ancient landslide area is the new landslide area.
S13: and acquiring a first monitoring slope and a second monitoring slope according to the ancient landslide area and the slope area.
Specifically, since the artificial slope region is a slope constructed by construction, the constructed slope has a certain stability, the natural slope region is a naturally formed slope, the natural slope region is more susceptible to external influences and the inside of the natural slope region is naturally formed, the stability of the structure of the natural slope region is lower than that of an artificial slope constructed in the following days, certain stress is born in the natural slope region when the natural slope region forms a certain slope, deformation and damage are relatively easier to occur, and the artificial slope region exists for a long time and shows that the artificial slope region has a certain stability, therefore, a first monitoring slope and a second monitoring slope are obtained according to the artificial slope region and the ancient slope region in the natural slope region obtained by dividing, wherein the first monitoring slope comprises the artificial slope region comprising the ancient slope region, the artificial slope region comprising the new slope region and the natural slope region comprising the new slope region.
In one embodiment, as shown in fig. 3, in step S20, obtaining the slope deformation factor according to the first monitored slope and the second monitored slope specifically includes:
s21: and acquiring a first slope deformation factor according to the first monitoring slope, wherein the first slope deformation factor comprises a first slope geological factor, a first slope artificial factor and a first slope meteorological factor.
In this embodiment, the first slope deformation factor refers to a slope deformation factor of the first monitored slope. The first slope geological factor refers to a factor of the geological features within the first monitored slope. The first slope artificial factor refers to an engineering construction factor that affects the first monitored slope. The first slope weather factor refers to a factor of weather conditions that may affect the first monitored slope.
Specifically, according to the area coverage of the first monitoring slope, slope deformation factors, namely first slope deformation factors, in the first monitoring slope range are obtained, wherein the slope deformation factors comprise first slope geological factors representing factors of geological features in the first monitoring slope, first slope artificial factors representing factors of engineering construction influencing the first monitoring slope, and first slope meteorological factors representing factors of weather conditions influencing the first monitoring slope.
S22: and obtaining a second slope deformation factor according to the second monitoring slope, wherein the second slope deformation factor comprises a second slope geological factor, a second slope hydrologic factor, a second slope artificial factor, a second slope vegetation factor and a second slope meteorological factor.
In this embodiment, the second slope deformation factor refers to a slope deformation factor of the second monitored slope. The second slope geological factor refers to a factor of the geological features within the second monitored slope. The second slope hydrologic factor refers to the factor of the hydrologic characteristics in the second monitored slope. The second slope artificial factor refers to an engineering construction factor that affects the first monitored slope. The second slope vegetation factor refers to a factor of vegetation planting in the second monitored slope. The first slope weather factor refers to a factor of weather conditions that may affect the first monitored slope.
Specifically, according to the area coverage of the second monitoring slope, slope deformation factors, namely second slope deformation factors, in the second monitoring slope are obtained, wherein the slope deformation factors comprise second slope geological factors representing factors of geological features in the second monitoring slope, second slope hydrologic factors representing factors of hydrologic features in the second monitoring slope, first slope artificial factors representing factors of engineering construction which can influence the second monitoring slope, second slope vegetation factors representing factors of vegetation planting conditions in the second monitoring slope, and first slope meteorological factors representing factors which can influence weather conditions of the first monitoring slope.
In one embodiment, as shown in fig. 4, in step S30, a slope deformation influencing factor is obtained according to a slope deformation factor, which specifically includes:
s31: obtaining a preset damage association factor, and screening a first slope deformation factor according to the preset damage association factor to obtain a first slope influence factor, wherein the first slope influence factor comprises a first slope geological influence factor, a first slope artificial influence factor and a first slope weather influence factor.
In this embodiment, the preset damage association factor refers to a preset factor associated with deformation damage of the slope. The first slope influencing factor refers to a factor related to deformation and damage of the first monitoring slope and the slope. The first slope geological influence factor refers to a factor which is related to deformation and damage of the slope in the first slope geological factors. The first slope artificial influence factor refers to a factor related to deformation and damage of the slope in the first slope artificial factor. The first side slope weather influencing factors refer to factors related to deformation and damage of the side slope in the first side slope weather factors.
Specifically, not all attribute data in the attribute data related to deformation of the slope deformation factor can be related to deformation damage of the slope, so that a preset factor related to deformation damage of the slope, namely a preset damage related factor, is obtained, each factor in the damage related factor is related to a monitoring threshold value, the preset damage related factor is matched and compared with a first slope deformation factor, the first slope deformation factor which is the same in matching is obtained through screening, then the monitoring threshold value in the preset damage related factor is compared with the attribute data of the matched first slope deformation factor in size, and the first slope deformation factor, in which the monitoring threshold value in the preset damage related factor is larger than the attribute data of the first slope deformation factor, is used as the first slope influence factor, wherein the first slope geological influence factor, the first slope artificial influence factor and the first slope weather influence factor are included.
S32: and acquiring a first slope deformation influence factor according to the first slope influence factor.
Specifically, according to the first slope influencing factors, namely attribute data related to deformation damage of the slope, the deformation stage of the slope representing the deformation degree of the slope is judged, the deformation stage sequentially comprises a stabilization stage, a fine deformation stage, an acceleration deformation stage and an early warning stage from light to heavy according to the deformation degree of the slope, and each stage is correspondingly associated with a different numerical value, so that according to the stage of each first slope influencing factor, the corresponding numerical value representing the deformation degree of the slope, namely the first slope influencing factor, is obtained.
S33: and screening the second slope deformation factors according to preset damage association factors to obtain second slope influence factors, wherein the second slope influence factors comprise second slope geological influence factors, second slope hydrologic influence factors, second slope artificial influence factors, second slope vegetation influence factors and second slope meteorological influence factors.
In this embodiment, the second slope influencing factor refers to a factor that is related to deformation and damage of the second monitoring slope and the slope. The second slope geological influence factor refers to a factor related to deformation and damage of the slope in the second slope geological factors. The second slope hydrologic influencing factor refers to a factor related to deformation and damage of the slope in the second slope hydrologic factors. The second slope artificial influence factor refers to a factor related to deformation and damage of the slope in the second slope artificial factor. The second slope weather influencing factor refers to a factor related to deformation and damage of the slope in the second slope weather influencing factors. The second slope vegetation influence factor refers to a factor related to deformation and damage of the slope among the second slope vegetation factors.
Specifically, matching and comparing the preset damage association factors with the second slope deformation factors, screening to obtain second slope deformation factors which are the same in matching, comparing the monitoring threshold value in the preset damage association factors with the attribute data of the matched second slope deformation factors, and taking the first slope deformation factors with the monitoring threshold value in the preset damage association factors larger than the attribute data of the second slope deformation factors as second slope influence factors, wherein the second slope influence factors comprise second slope geological influence factors, second slope hydrological influence factors, second slope artificial influence factors, second slope vegetation influence factors and second slope meteorological influence factors.
S34: and acquiring a second slope deformation influence factor according to the second slope influence factor.
Specifically, according to the second slope influence factors, the deformation stage of the slope representing the deformation degree of the slope is judged, and according to the stage of each second slope influence factor, the corresponding numerical value representing the deformation degree of the slope, namely the second slope deformation influence factors, is obtained.
In one embodiment, as shown in fig. 5, in step S32, the first slope deformation influencing factor includes a first slope internal influencing factor and a first external influencing factor, and the obtaining the first slope deformation influencing factor according to the first slope influencing factor specifically includes:
S321: and acquiring the first slope internal influence factor according to the first slope geological influence factor.
In this embodiment, the first slope internal influence factor refers to an influence factor of a factor that affects the deformation of the first monitored slope by the slope internal factor.
Specifically, the first slope geological influence factor includes attribute data of the geological influence factor, so that according to the attribute data, a corresponding attribute data range associated with a preset deformation stage is correspondingly matched, the deformation stage corresponding to the geological influence factor includes a stabilization stage, a fine deformation stage, an acceleration deformation stage and an early warning stage, each deformation stage includes the attribute data range and the associated influence factor, and therefore, according to the deformation stage matched with the first slope geological influence factor, the corresponding associated first slope internal influence factor is acquired.
S322: and acquiring a first slope external influence factor according to the first slope influence human factor and the first slope influence meteorological factor.
In this embodiment, the first slope external influence factor refers to an influence factor of a factor that influences the deformation of the first monitored slope by the slope external factor.
Specifically, according to the attribute data of the first slope artificial influence factor and the first slope weather influence factor, the attribute data range associated with the preset influence stage is correspondingly matched, the influence stage comprises a first-stage influence stage, a second-stage influence stage, a third-stage influence stage and a fourth-stage influence stage, the influence stages correspond to the influence factors in the deformation stage, each influence stage comprises the attribute data range and the associated influence factors, and therefore the corresponding associated first slope internal influence factors are obtained according to the influence stage matched by the first slope artificial influence factor and the first slope weather influence factor.
In an embodiment, as shown in fig. 6, in step S34, the second slope deformation influencing factor includes a second slope internal influencing factor and a second external influencing factor, and the obtaining the second slope deformation influencing factor according to the second slope influencing factor specifically includes:
s341: and acquiring the second slope internal influence factor according to the second slope geological influence factor, the second slope hydrologic influence factor and the second slope vegetation influence factor.
In this embodiment, the second slope internal influence factor refers to an influence factor of a factor that affects the second monitoring slope deformation by the slope internal factor.
Specifically, according to the geological influence of the second slope, the hydrologic influence factor of the second slope and the attribute data of the vegetation influence factor of the second slope, the attribute data range associated in the preset deformation stage is correspondingly matched, and the inherent influence factor of the second slope associated with the corresponding stage is obtained.
S342: and acquiring the external influence factors of the second side slope according to the artificial influence factors of the second side slope and the meteorological influence factors of the second side slope.
In this embodiment, the second slope external influence factor refers to an influence factor of a factor that influences the second monitoring slope deformation by a slope external factor.
Specifically, according to the attribute data of the second slope artificial influence factors and the second slope meteorological influence factors, correspondingly matching the attribute data range associated with the preset influence stage, and obtaining the correspondingly associated second slope internal influence factors.
In one embodiment, as shown in fig. 7, in step S40, the first monitored slope and the second monitored slope are divided according to the slope deformation influencing factor, which specifically includes:
s41: and acquiring a first slope monitoring point according to the first slope deformation influence factor, and dividing the first monitoring slope according to the first slope monitoring point.
In this embodiment, the first slope monitoring point refers to a position where monitoring is performed on the first slope.
Specifically, the first slope deformation influence factors represent the degree of influence of each first slope influence factor on the slope, including the currently existing influence and the influence caused in the future according to the planning and prediction data, so that according to the slope area corresponding to the attribute data of the influence factors corresponding to each first slope deformation influence factor, the area is used as a first slope monitoring point, and according to the obtained slope areas corresponding to all the first slope monitoring points, the first monitoring slope is divided into slope areas including a plurality of first slope monitoring points.
S42: and acquiring a second slope monitoring point according to the second slope deformation influence factor, and dividing the second monitoring slope according to the second slope monitoring point.
In this embodiment, the second slope monitoring point refers to a position where monitoring is performed on the second slope.
Specifically, the second slope deformation influence factors represent the degree of influence of each second slope influence factor on the slope, including the current existing influence and the future influence judged according to planning and prediction data, so that according to the slope area corresponding to the attribute data of the influence factors corresponding to each second slope deformation influence factor, the area is used as a second slope monitoring point, and according to the obtained slope areas corresponding to all the second slope monitoring points, the second monitoring slope is divided into slope areas including a plurality of second slope monitoring points.
It should be understood that the sequence number of each step in the foregoing embodiment does not mean that the execution sequence of each process should be determined by the function and the internal logic, and should not limit the implementation process of the embodiment of the present application.
In an embodiment, a classification monitoring device for slope deformation is provided, where the classification monitoring device for slope deformation corresponds to the classification monitoring method for slope deformation in the above embodiment one by one. As shown in fig. 8, the classification monitoring device for slope deformation includes a slope region dividing module, a slope deformation factor obtaining module, a slope deformation influence factor obtaining module, a monitoring region dividing module and a monitoring parameter obtaining module. The functional modules are described in detail as follows:
The slope region dividing module is used for obtaining a slope region and dividing the slope region to obtain a first monitoring slope and a second monitoring slope;
the slope deformation factor acquisition module is used for acquiring slope deformation factors related to the slope deformation according to the first monitoring slope and the second monitoring slope, wherein the slope deformation factors comprise the first slope deformation factor and the second slope deformation factor;
the slope deformation influence factor acquisition module is used for acquiring the slope deformation influence factor representing the slope deformation degree according to the slope deformation factor, wherein the slope deformation influence factor comprises a first slope deformation influence factor and a second slope deformation influence factor;
the monitoring area dividing module is used for dividing the first monitoring slope and the second monitoring slope according to the slope deformation influence factors;
the monitoring parameter acquisition module is used for acquiring the dividing result and acquiring the monitoring parameters according to the dividing result.
Optionally, the slope region dividing module further includes:
dividing a side slope forming mode into sub-modules, and acquiring an artificial side slope region and a natural side slope region according to the side slope region;
the ancient landslide region dividing sub-module is used for acquiring an ancient landslide region according to the artificial slope region and the natural slope region;
And the slope region dividing sub-module is used for acquiring a first monitoring slope and a second monitoring slope according to the ancient landslide region and the slope region.
Optionally, the slope deformation factor obtaining module further includes:
the first slope deformation factor acquisition submodule is used for acquiring first slope deformation factors according to a first monitoring slope, wherein the first slope deformation factors comprise first slope geological factors, first slope artificial factors and first slope meteorological factors;
the second slope deformation factor obtaining submodule is used for obtaining a second slope deformation factor according to a second monitoring slope, wherein the second slope deformation factor comprises a second slope geological factor, a second slope hydrologic factor, a second slope human factor, a second slope vegetation factor and a second slope meteorological factor.
Optionally, the slope deformation influence factor obtaining module further includes:
the first side slope deformation factor screening sub-module is used for acquiring preset damage association factors, screening the first side slope deformation factors according to the preset damage association factors to obtain first side slope influence factors, wherein the first side slope influence factors comprise first side slope geological influence factors, first side slope artificial influence factors and first side slope weather influence factors;
The first slope deformation influence factor acquisition submodule is used for acquiring a first slope deformation influence factor according to the first slope influence factor;
the second slope deformation factor screening submodule is used for screening the second slope deformation factor according to preset damage association factors to obtain a second slope influence factor, wherein the second slope influence factor comprises a second slope geological influence factor, a second slope hydrologic influence factor, a second slope artificial influence factor, a second slope vegetation influence factor and a second slope meteorological influence factor;
and the second slope deformation influence factor acquisition submodule is used for acquiring the second slope deformation influence factor according to the second slope influence factor.
Optionally, the first slope deformation influence factor obtaining sub-module further includes:
the first slope internal influence factor acquisition unit is used for acquiring the first slope internal influence factor according to the first slope geological influence factor;
the first slope external influence factor obtaining unit is used for obtaining the first slope external influence factor according to the first slope artificial influence factor and the first slope weather influence factor.
Optionally, the second slope deformation influence factor obtaining sub-module further includes:
The second slope internal influence factor obtaining unit is used for obtaining a second slope internal influence factor according to the second slope geological influence factor, the second slope hydrologic influence factor and the second slope vegetation influence factor;
the second slope external influence factor obtaining unit is used for obtaining the second slope external influence factor according to the second slope artificial influence factor and the second slope meteorological influence factor.
Optionally, the monitoring area dividing module further includes:
the first monitoring slope dividing sub-module is used for acquiring first slope monitoring points according to the first slope deformation influence factors and dividing the first monitoring slope according to the first slope monitoring points;
and the second monitoring slope dividing sub-module is used for acquiring second slope monitoring points according to the second slope deformation influence factors and dividing the second monitoring slope according to the second slope monitoring points.
For specific limitations of the classification monitoring device for side slope deformation, reference may be made to the above limitation of the classification monitoring method for side slope deformation, and no further description is given here. All or part of the modules in the classification monitoring device for the side slope deformation can be realized by software, hardware and a combination thereof. The above modules may be embedded in hardware or may be independent of a processor in the computer device, or may be stored in software in a memory in the computer device, so that the processor may call and execute operations corresponding to the above modules.
In one embodiment, a computer device is provided, which may be a server, and the internal structure of which may be as shown in fig. 9. The computer device includes a processor, a memory, a network interface, and a database connected by a system bus. Wherein the processor of the computer device is configured to provide computing and control capabilities. The memory of the computer device includes a non-volatile storage medium and an internal memory. The non-volatile storage medium stores an operating system, computer programs, and a database. The internal memory provides an environment for the operation of the operating system and computer programs in the non-volatile storage media. The database of the computer device is used for storing the first monitoring slope, the second monitoring slope, the slope deformation factors and the slope deformation influence factors. The network interface of the computer device is used for communicating with an external terminal through a network connection. The computer program, when executed by a processor, implements a method for classification monitoring of slope deformation.
In one embodiment, a computer device is provided comprising a memory, a processor, and a computer program stored on the memory and executable on the processor, the processor implementing the steps of when executing the computer program:
Acquiring a slope region, and dividing the slope region to obtain a first monitoring slope and a second monitoring slope;
acquiring side slope deformation factors related to side slope deformation according to the first monitoring side slope and the second monitoring side slope, wherein the side slope deformation factors comprise a first side slope deformation factor and a second side slope deformation factor;
according to the slope deformation factors, obtaining slope deformation influence factors representing the slope deformation degree, wherein the slope deformation influence factors comprise a first slope deformation influence factor and a second slope deformation influence factor;
dividing a first monitoring slope and a second monitoring slope according to the slope deformation influence factors;
and obtaining a division result, and obtaining monitoring parameters according to the division result.
In one embodiment, a computer readable storage medium is provided having a computer program stored thereon, which when executed by a processor, performs the steps of:
acquiring a slope region, and dividing the slope region to obtain a first monitoring slope and a second monitoring slope;
acquiring side slope deformation factors related to side slope deformation according to the first monitoring side slope and the second monitoring side slope, wherein the side slope deformation factors comprise a first side slope deformation factor and a second side slope deformation factor;
According to the slope deformation factors, obtaining slope deformation influence factors representing the slope deformation degree, wherein the slope deformation influence factors comprise a first slope deformation influence factor and a second slope deformation influence factor;
dividing a first monitoring slope and a second monitoring slope according to the slope deformation influence factors;
and obtaining a division result, and obtaining monitoring parameters according to the division result.
Those skilled in the art will appreciate that implementing all or part of the above described methods may be accomplished by way of a computer program stored on a non-transitory computer readable storage medium, which when executed, may comprise the steps of the embodiments of the methods described above. Any reference to memory, storage, database, or other medium used in embodiments provided herein may include non-volatile and/or volatile memory. The nonvolatile memory can include Read Only Memory (ROM), programmable ROM (PROM), electrically Programmable ROM (EPROM), electrically Erasable Programmable ROM (EEPROM), or flash memory. Volatile memory can include Random Access Memory (RAM) or external cache memory. By way of illustration and not limitation, RAM is available in a variety of forms such as Static RAM (SRAM), dynamic RAM (DRAM), synchronous DRAM (SDRAM), double Data Rate SDRAM (DDRSDRAM), enhanced SDRAM (ESDRAM), synchronous Link DRAM (SLDRAM), memory bus direct RAM (RDRAM), direct memory bus dynamic RAM (DRDRAM), and memory bus dynamic RAM (RDRAM), among others.
It will be apparent to those skilled in the art that, for convenience and brevity of description, only the above-described division of the functional units and modules is illustrated, and in practical application, the above-described functional distribution may be performed by different functional units and modules according to needs, i.e. the internal structure of the apparatus is divided into different functional units or modules to perform all or part of the above-described functions.
The above embodiments are only for illustrating the technical solution of the present application, and not for limiting the same; although the application has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present application, and are intended to be included in the scope of the present application.
Claims (10)
1. The classification monitoring method for the side slope deformation is characterized by comprising the following steps of:
acquiring a side slope region, and dividing the side slope region to obtain a first monitoring side slope and a second monitoring side slope;
Acquiring slope deformation factors related to slope deformation according to the first monitoring slope and the second monitoring slope, wherein the slope deformation factors comprise a first slope deformation factor and a second slope deformation factor;
according to the slope deformation factors, obtaining slope deformation influence factors representing the slope deformation degree, wherein the slope deformation influence factors comprise a first slope deformation influence factor and a second slope deformation influence factor;
dividing the first monitoring slope and the second monitoring slope according to the slope deformation influence factors;
and obtaining a dividing result, and obtaining monitoring parameters according to the dividing result.
2. The method for classifying and monitoring the deformation of a side slope according to claim 1, wherein the step of obtaining the side slope region and dividing the side slope region to obtain a first monitored side slope and a second monitored side slope comprises the following steps:
according to the slope region, an artificial slope region and a natural slope region are obtained;
according to the artificial slope region and the natural slope region, an ancient landslide region is obtained;
and acquiring a first monitoring slope and a second monitoring slope according to the ancient landslide area and the slope area.
3. The method for classifying and monitoring the deformation of the side slope according to claim 1, wherein the step of obtaining the deformation factor of the side slope according to the first monitoring side slope and the second monitoring side slope specifically comprises the steps of:
acquiring a first slope deformation factor according to the first monitoring slope, wherein the first slope deformation factor comprises a first slope geological factor, a first slope artificial factor and a first slope meteorological factor;
and acquiring a second slope deformation factor according to the second monitoring slope, wherein the second slope deformation factor comprises a second slope geological factor, a second slope hydrologic factor, a second slope artificial factor, a second slope vegetation factor and a second slope meteorological factor.
4. The method for classifying and monitoring the deformation of the side slope according to claim 1, wherein the obtaining the influence factor of the deformation of the side slope according to the deformation factor of the side slope specifically comprises:
acquiring a preset damage association factor, and screening the first slope deformation factor according to the preset damage association factor to obtain a first slope influence factor, wherein the first slope influence factor comprises a first slope geological influence factor, a first slope artificial influence factor and a first slope meteorological influence factor;
Acquiring a first slope deformation influence factor according to the first slope influence factor;
screening the second slope deformation factors according to the preset damage association factors to obtain second slope influence factors, wherein the second slope influence factors comprise second slope geological influence factors, second slope hydrologic influence factors, second slope artificial influence factors, second slope vegetation influence factors and second slope meteorological influence factors;
and acquiring a second slope deformation influence factor according to the second slope influence factor.
5. The method for classifying and monitoring the deformation of a side slope according to claim 4, wherein the first influence factor of the deformation of the side slope includes a first intrinsic influence factor of the side slope and a first extrinsic influence factor, and the step of acquiring the first influence factor of the deformation of the side slope according to the first influence factor of the side slope specifically includes:
acquiring a first slope internal influence factor according to the first slope geological influence factor;
and acquiring a first slope external influence factor according to the first slope artificial influence factor and the first slope weather influence factor.
6. The method for classifying and monitoring the deformation of a side slope according to claim 4, wherein the second side slope deformation influence factors include a second side slope internal influence factor and a second external influence factor, and the acquiring the second side slope deformation influence factor according to the second side slope influence factor specifically includes:
Acquiring a second slope internal influence factor according to the second slope geological influence factor, the second slope hydrologic influence factor and the second slope vegetation influence factor;
and acquiring a second slope external influence factor according to the second slope artificial influence factor and the second slope meteorological influence factor.
7. The classification monitoring method for slope deformation according to claim 1, wherein the dividing the first monitored slope and the second monitored slope according to the slope deformation influence factor specifically comprises:
acquiring a first slope monitoring point according to the first slope deformation influence factor, and dividing the first monitoring slope according to the first slope monitoring point;
and acquiring a second slope monitoring point according to the second slope deformation influence factor, and dividing the second monitoring slope according to the second slope monitoring point.
8. The utility model provides a classification monitoring device of side slope deformation which characterized in that, the classification monitoring device of side slope deformation includes:
the slope region dividing module is used for obtaining a slope region and dividing the slope region to obtain a first monitoring slope and a second monitoring slope;
the slope deformation factor acquisition module is used for acquiring slope deformation factors related to the slope deformation according to the first monitoring slope and the second monitoring slope, wherein the slope deformation factors comprise a first slope deformation factor and a second slope deformation factor;
The slope deformation influence factor acquisition module is used for acquiring the slope deformation influence factor representing the slope deformation degree according to the slope deformation factor, wherein the slope deformation influence factor comprises a first slope deformation influence factor and a second slope deformation influence factor;
the monitoring area dividing module is used for dividing the first monitoring side slope and the second monitoring side slope according to the side slope deformation influence factors;
the monitoring parameter acquisition module is used for acquiring the dividing result and acquiring the monitoring parameters according to the dividing result.
9. A computer device comprising a memory, a processor and a computer program stored in the memory and executable on the processor, characterized in that the processor implements the steps of the classification monitoring method of a slope deformation according to any one of claims 1 to 7 when the computer program is executed.
10. A computer-readable storage medium storing a computer program, characterized in that the computer program when executed by a processor implements the steps of the classification monitoring method of a slope deformation according to any one of claims 1 to 7.
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