46 results about "Soil stabilization" patented technology

This utility model discloses a device for measuring changes in matrix suction gradient, including a soil tensiometer body; a clay head is fixedly installed at the bottom of the soil tensiometer body, an electronic tensiometer is fixedly installed at the end of the soil tensiometer body away from the clay head, and a water inlet pipe is fixedly installed on one side of the soil tensiometer body, communicating with the soil tensiometer body, with a threaded cap threaded onto the water inlet pipe; this utility model, by fitting two semi-circular chucks onto the soil tensiometer body and fixing the two semi-circular chucks with pins, places the end of the support rod away from the semi-circular chucks on the ground, and inserts the rod into the support rod insertion hole to limit and fix the fixing plate, the cooperation of the support rod and the semi-circular chucks can provide support for the soil tensiometer body, preventing it from tilting due to collisions with external objects, making the device safer when continuously monitoring outdoors, and allowing the clay head at the bottom of the soil tensiometer body to maintain stable contact with the soil.

This utility model discloses a pollution-resistant modular rapid greening paving device, belonging to the technical field of rapid greening paving devices. It includes a fixed frame with a fixed frame structure, side plates fixed on both sides of the fixed frame, and an installation plate horizontally fixed between the side plates. A spraying assembly is installed on the installation plate, and a paving assembly is fixed on the fixed frame structure. This utility model effectively separates the paving materials from the main body of the device through the fixed frame structure, improving the convenience of material loading and realizing the modular rapid paving capability of the device. Furthermore, the cooperation between the spraying assembly and the paving assembly facilitates the placement of geotextile under the lawn and watering the lawn, improving the pollution resistance and survival rate of the green lawn, thus realizing the pollution-resistant greening paving capability of the device. Ultimately, it solves the problem that existing devices generally have low water retention and soil stabilization capabilities for lawns.

A soil-stabilizing composite structure system includes: a first stainless steel box-type sleeve, installed on a base plate and connected to the main concrete structure via anchor bars located under the base plate; an FRP box-type column pier, located adjacent to one end of the base plate inside the first stainless steel box-type sleeve and fixedly connected to the first stainless steel box-type sleeve via stainless steel single-sided groove rivets; a second stainless steel box-type sleeve, fitted onto the FRP box-type column pier at the end different from the first stainless steel box-type sleeve and fixedly connected to the FRP box-type column pier via stainless steel single-sided groove rivets; and an FRP tie bar, having an end, with the end of the FRP tie bar connected to an ear plate on the outer side of the second stainless steel box-type sleeve via a spherical bearing. This invention not only achieves solid upper soil cover and smooth lower drainage, resulting in a durable structure suitable for landscape buildings with steep slopes requiring soil stabilization, but also enables modular installation, and the socket-type fixing connection further ensures structural safety and reliability.

The invention discloses a slope surface protection supporting structure of a high and steep soil slope and a construction method of the slope surface protection supporting structure, and relates to the field of slope supporting. S2, a traditional slope supporting structure is constructed, and the stability is detected; s3, digging a planting pit and carrying out wall protection treatment; s4, a root system control cage body is installed and fixed; s5, seedlings are planted and cultivated in the root system control cage body, and lateral roots extend into the soft soil body area in a directional mode; s6, the plants and the root system control cage are removed, and root system holes are protected; s7, a grouting anchoring assembly is arranged; s8, performing pressure grouting construction; s9, maintaining the grouting body and detecting the stability of the side slope; and S10, the planting pits are sealed and filled, and slope ending is completed. The problems that according to a traditional grouting technology, grout is difficult to permeate into a soft area in a soil body, and gaps are prone to being generated on the combination face of the grout and the soil body are solved, the grouting body can deeply permeate and be tightly combined with the soil body, and the overall construction technology gives consideration to the short-term ecological soil fixation requirement and the long-term engineering stability requirement.

The invention discloses a soil stabilization treatment method. Specifically, the present invention relates to a method for stabilizing soil comprising (i) pretreating the soil with carbide slag and then (ii) treating the pretreated soil of step (i) with a hydraulic road binder. The invention also relates to application of the carbide slag as a pretreatment agent for stabilizing soil.

The utility model discloses a slope-to-flat type plant planting slope protection unit, and relates to the technical field of river channel slope change. The protection slope is processed to be of a flat slope structure, a plurality of mutually-spliced protection slope unit modules are arranged on the upper surface of the protection slope, the protection slope unit modules form a stepped structure on the protection slope, a protection structure is arranged at the junction of the lower side of the protection slope and river water, and vegetation is planted above the protection slope unit modules. Stone is arranged in a cavity between the slope protection unit module and the slope protection, backfill soil is arranged in the upper portion of the slope protection unit module, and the vegetation is planted in the backfill soil. According to the ecological slope protection mode, the slope protection unit modules are spliced and connected to the surface of the slope protection, the surface of a soil body of vegetation can be kept in a horizontal stable state, soil stability is kept to the maximum extent, the effects of soil conservation and water storage are outstanding, the soil on which slope protection plants grow is effectively protected, healthy growth of the slope protection plants is promoted, and the ecological slope protection effect is achieved. The long-acting and stable plant slope protection effect is ensured.

A synthetic binder for use in road paving, soil stabilization, and waterproofing, comprises a mixture of an A-E (acrylic-styrene) copolymer, with modified monomers in its proportion, and an amine-type adhesion enhancer. The synthetic binder may include a copolymer of the AE type (acrylic-styrene) with 25-50% butyl acrylate (C7H12O2), 25-50% 2-ethylhexyl acrylate (C11H20O2), and 25-75% styrene (C8H8), plus 0.5-1.5% acrylic acid (C3H4O2). The mixture may be emulsified in water at 50%, and then introduced into a polymerization reactor.

A cellular confinement system (1) for soil stabilization, comprising strips (10) arranged next to each other, wherein adjacent strips (10) are attached together at local attachment areas (11) spaced along the strips (10), wherein portions (12) of each strip (10) located between two local attachment areas (11) are allowed to bend to conform the cellular confinement system (1) into an array of cells (13) for receiving filler material, wherein each strip (10) comprises a polymer matrix (20) and at least one reinforcement (21) embedded within the polymer matrix (20) and extending over the entire length of the strip (10), each reinforcement (21) being obtained by grouping a plurality of filaments (22) together, the reinforcement (21) being pretensioned so that a residual force is conserved in the reinforcement (21) once it is embedded into the polymer matrix (20). A manufacturing process involving co-extrusion of said matrix (20) and reinforcement (21) is disclosed.

This invention relates to the field of slope protection construction technology and discloses a slope structure for soil and water conservation in arid areas. Several transverse water collection channels are arranged at equal intervals and buried within the slope. Water diversion and collection components are installed on the transverse water collection channels, and a slope bottom water collection channel is located at the bottom of the slope, with the transverse water collection channel at the bottom of the slope positioned above the slope bottom water collection channel. It adopts a planting grass grid base structure and simultaneously incorporates a structural structure to form a water resource recycling and reuse structure. This allows for efficient use of water resources to irrigate and maintain the planted soil-stabilizing vegetation, thereby improving vegetation survival rate and reducing long-term investment costs. The water collection structure also forms a reinforcing structure in the lower layer of the slope foundation, effectively maintaining the foundation stability of the slope. Thus, by combining vegetation soil stabilization and structural soil stabilization, the invention maintains low-cost slope protection while ensuring the soil and water conservation performance of the slope protection.

The invention relates to the technical field of bank protection piles, in particular to a stable bank protection ecological insertion plate pile and a manufacturing method thereof.The interlocking type insertion plate pile comprises a pile body, tenons are arranged on the two sides of the pile body, and the tenons longitudinally penetrate through the overall height of the pile body; the pile body is provided with a water facing part, a soil facing part on the rear side and a connecting part connected between the water facing part and the soil facing part, and a plant ecological part is arranged in the pile body; tenons are arranged on the two sides of the pile bodies, clamping grooves of mortise and tenon structures are formed in the two sides of each inserting plate, the inserting plates are inserted between the two adjacent pile bodies to form transversely-spliced interlocking type inserting plate piles, the clamping grooves are matched with the tenons, and the vegetation-soil fixation integrated system is used for directionally anchoring the soil body behind the piles through plant root systems to form a pile body-root system-soil body three-dimensional reinforcement body. The shear strength of the soil body behind the piles is further improved by 20%-35%, the overall anti-sliding stability coefficient of the revetment is improved by 15% or above, and the problem that a soft soil bank slope is prone to collapse is solved.

A kind of heavy metal contaminated soil in particulate state and effective state arsenic antimony synchronous solidification and stabilization material, preparation method and application, including the following mass percentage of components: polyacrylamide 5~25%, nano silicon dioxide 5~20%, fly ash 10~25%, ferrihydrite 20~60%, biochar 5~20%.The material of the application can efficiently improve the mechanical properties of heavy metal contaminated soil and prevent water and soil erosion, the solidification effect of particulate state arsenic / antimony is more than 95%, the 28d unconfined compressive strength can be increased by 30~110%, while the leaching rate of effective state arsenic / antimony is reduced by more than 99%.The material is suitable for repairing arsenic / antimony composite contaminated soil, improving soil stability, and preventing heavy metals from spreading around through surface runoff and interflow.The material is an environmentally friendly material, which does not damage and greatly disturb the soil, and can improve the soil while solidifying and stabilizing arsenic / antimony, and maintain the soil utilization value.

This invention relates to a mass-optimized geogrid system and method for stabilizing regolith and other granular soils in extraterrestrial and extreme Earth environments. Mass reduction is achieved both locally—within individual geogrid layers through optimization of lattice geometry, variable mesh density, and reinforcement at stress concentrations—and globally, by varying the spacing and distribution of layers according to structural demands. The geogrid may be fabricated from materials that are locally sourced or compositionally traceable to in-situ resource utilization (ISRU) processes in environments such as the Moon, Mars, or terrestrial polar and desert regions where conventional construction materials are limited or costly to transport. The method includes restructuring the regolith by size-sorting and compaction to produce a particle-size distribution proportionally matched to the mesh openings, enhancing mechanical interlock and shear resistance. Structural efficiency can be tuned and verified through physical testing and finite-element analysis for scalable, repeatable construction.

This invention relates to the field of slope reinforcement technology, specifically to an ecological reinforcement structure and construction process for mine slopes. It solves the problem that existing slope reinforcement methods fail to provide a holistic reinforcement and barrier to the slope surface, thus affecting slope stability and hindering soil stabilization and ecological restoration. The invention includes a modular stepped structure composed of multiple slope reinforcement mechanisms. Each mechanism comprises a T-shaped slope stabilization unit. The front end of each T-shaped unit has multiple horizontal anchor units, and the bottom end has multiple vertical anchor units. Each T-shaped unit includes a T-shaped frame, with a first and a second interlocking retaining strip fixed to both ends. This invention employs a modular splicing method for multi-layered reinforcement and barrier of mine slopes, effectively improving slope stability while facilitating soil stabilization and accelerating ecological restoration.

The utility model relates to an ecological restoration water and soil conservation system, which belongs to the technical field of ecological restoration and water and soil conservation and comprises frame bodies, a guard plate frame, an organic slope protection net and fixing piles, separation rods are arranged between the frame bodies, the guard plate frame is mounted between the frame bodies and the separation rods, the organic slope protection net is arranged at the bottom of the guard plate frame, and a fertilizer placing groove is formed in the front side of each frame body. A communicating port communicated with the fertilizer placing groove is formed in the front side of the protective plate frame, through holes are formed in the left and right ends of the frame body, the fixing piles penetrate through the through holes, and connecting shaft seats are arranged at the left and right ends of the frame body; a multi-level water and soil conservation system is constructed, the organic slope protection net is combined with the fertilizer groove to promote vegetation growth, and engineering and ecological double soil fixation is achieved; a clamping structure and a connecting shaft seat are convenient to mount and splice, excavation and fertilizer supplementation are avoided, the maintenance efficiency is improved, and stability, ecology and construction convenience are achieved.

This application belongs to the field of ecological restoration technology, specifically involving a vegetation restoration method for photovoltaic sites in cold and arid regions. The method includes dividing the site into sub-panel areas, inter-panel areas, and slope areas; constructing an arc-shaped catchment surface and drainage ditch in the inter-panel area; providing unglazed earthenware pots with perforations at the bottom, burying them around the drainage ditch with the tops below the ground surface to construct micro-water channels. The unglazed earthenware pots utilize their naturally porous material to slowly release rainwater, continuously supplying water to the plant roots. A composite substrate is laid on the site surface, and low-growing native plants mixed with grass seeds are sown. Rainwater is collected by the photovoltaic panels and the inter-panel catchment surface and channeled into the earthenware pots, slowly seeping into the root zone through the perforations at the bottom of the pots. This method, through the combined action of photovoltaic panel rainwater collection, earthenware pot seepage irrigation, substrate water retention, and native vegetation, can effectively improve the vegetation restoration rate and meet the needs of windbreak and soil stabilization and ecological improvement.

The invention discloses an ecological restoration effect evaluation method and system based on multi-dimensional remote sensing data, and the method comprises the steps: carrying out the integration and correction of the multi-source remote sensing data, and completing a preprocessing process; based on the preprocessed data, respectively quantifying vegetation recovery, soil stability and hydrological regulation capabilities; integrating the indexes to construct an ecological comprehensive restoration index; and carrying out spatial visualization on the comprehensive repair index. The system comprises a preprocessing module, a core index calculation module, a comprehensive index calculation module and a data visualization module. According to the method, ecological weak links can be accurately positioned, a spatial decision basis is provided for differentiated ecological management, the restoration efficiency is effectively improved, and the cost is reduced. The method can be widely applied to the field of ecological environment assessment.

The utility model provides a kind of gravity type sustainable ecological retaining wall design structure belongs to geotechnical engineering technical field, comprising: waterproof unit, wall, support unit, spray layer and irrigation unit;The waterproof unit, support unit, irrigation unit and spray layer are all set on the wall;The waterproof unit is used to prevent the wall from seepage;The support unit is used to ensure the stability of the wall;The spray layer is used to enhance soil stability;The irrigation unit is used to ensure the moisture required for spray layer vegetation growth.The utility model adopts above-mentioned a kind of gravity type sustainable ecological retaining wall design structure, the structure not only has retaining function, but also can realize automatic collection of rainwater, irrigation, while increasing greening in wall body, enhance ecological benefits.

The application relates to the technical field of building materials, and discloses a preparation method of low-carbon cementitious material for soil solidification of a foundation and application thereof, raw materials include, in weight fractions, 450-550 parts of finely ground iron tailing powder, 300-350 parts of slag powder, 100-200 parts of ordinary Portland cement, 50-100 parts of steel slag powder, 20-30 parts of sulphoaluminate cement, 50-100 parts of desulfurization gypsum, and 10-50 parts of calcium carbide slag; wherein the particle size D10 of the finely ground iron tailing powder is less than or equal to 2 microns, the specific surface area is 680-850 m2 / kg, and the finely ground iron tailing powder contains 0.2%-0.5%wt of a composite grinding aid; the finely ground iron tailing powder is a kind of powder material with cementitious activity; the cementitious material prepared by taking the finely ground iron tailing powder as a main component is used for soil solidification in foundation engineering, and replaces the use of traditional cement; the engineering cost is greatly reduced, and the carbon emission in the engineering is also greatly reduced.

This utility model relates to the field of stabilization mechanism technology, and in particular to a stabilization mechanism for silty soil. Its technical solution includes at least two sets of bases, with a set of guide rods fixedly disposed between the bases. A first cylinder is fixedly disposed on the upper surface of the base, and a sliding sleeve is fixedly disposed at the output end of the first cylinder, the sliding sleeve being movably sleeved with the guide rods. A first fixed seat is fixedly disposed on the upper surface of the sliding sleeve, and a connecting plate is rotatably disposed on the first fixed seat. A second fixed seat is fixedly disposed on the upper surface of the base, and a mounting plate is rotatably disposed on the second fixed seat. One end of the mounting plate is rotatably connected to the connecting plate, and a mixing component for stirring the silt is disposed on one side of the mounting plate. This utility model can flexibly adjust the stirring angle according to complex geological conditions, thus being applicable to different silty geological treatments, accurately treating silty soil at different depths and angles, ensuring thorough mixing of the solidifying agent and silt, and fully realizing the solidification effect.

This invention belongs to the field of functional coating technology for soil conditioner particles, specifically relating to a soil loosening agent coating material, a soil loosening agent-coated soil conditioner, and its preparation method. The soil loosening agent coating material comprises the following raw materials: polyacrylamide, a high-temperature resistant binder and stabilizer, and sodium carbonate. This soil loosening agent coating material exhibits excellent high-temperature resistance. After coating the soil conditioner, the polyacrylamide activity retention rate is high. The resulting coated soil conditioner demonstrates excellent performance, with a high polyacrylamide activity retention rate after high-temperature drying. The coating layer adhesion reaches the highest level in the industry, with extremely low powder loss. The particles do not crack, clump, or pulverize. After application to the soil, it can quickly break up compaction, forming a stable granular structure. Simultaneously, it has the functions of water retention, soil stabilization, and water purification, enabling simultaneous fertilization and soil improvement. It is compatible with various soil conditioners and suitable for large-scale agricultural application.

Methods for installing soil and sand stabilization columns using a chemical polymer are provided. The chemical polymer can be a liquid acrylic base chemical polymer or a liquid vinyl acetate base chemical polymer. In the methods, a dilution rate of a chemical polymer is determined based on at least one of: a moisture content of the soil at a selected soil location, a particle size distribution of the soil at the selected soil location, a shear strength of the soil at the selected soil location, a target strength of the soil stabilization column, and a target stiffness of the soil stabilization column. The chemical polymer is then diluted based on the determined dilution rate. The diluted chemical polymer is inserted into a selected soil location and mixed with in-situ soil or with sand to form a stabilization column.

The invention discloses a method and a system for evaluating soil stability under vegetation coverage of a road area, and relates to the technical field of soil stability evaluation. According to the method, remote sensing image data and in-situ soil parameters of a road area are obtained, surface structure and vegetation distribution characteristics are extracted based on a deep learning model, and a surface structure support index, a vegetation coverage stability index and a soil in-situ stability index are constructed. According to the method, the spatial features are extracted by using the remote sensing image in combination with deep learning, comprehensive identification of the earth surface structure and vegetation distribution is realized, the evaluation range and resolution are improved, and the evaluation accuracy is improved. And through quantitative analysis of a structure support index and a vegetation stability index, objectivity and reliability of stability evaluation are improved.

A cellular confinement system (1) for soil stabilization, comprising strips (10) arranged next to each other, wherein adjacent strips (10) are attached together at local attachment areas (11) spaced along the strips (10), wherein portions (12) of each strip (10) located between two local attachment areas (11) are allowed to bend to conform the cellular confinement system (1) into an array of cells (13) for receiving filler material, wherein each strip (10) comprises a polymer matrix (20) and at least one reinforcement (21) embedded within the polymer matrix (20) and extending over the entire length of the strip (10). A manufacturing process involving co-extrusion of said matrix (20) and reinforcement (21) is disclosed.

This invention discloses a multifunctional chemical concentrate for urban greenbelts and its preparation method, belonging to the field of greening maintenance technology. The concentrate comprises 10%-30% functional film-forming agent, 5%-20% flame retardant and smoke suppressant, 3%-15% organic decay promoter, 1%-8% surfactant, 0.5%-3% pH adjuster, and the balance deionized water. This invention integrates soil stabilization and water retention, flame retardancy and smoke suppression, and decay promotion and soil improvement functions. The formula can be adjusted according to the climate of northern and southern regions and plant types. It is convenient to construct, low in cost, and environmentally friendly, suitable for the maintenance and management of various types of urban greenbelts.

A dam protection structure for river regulation, this invention relates to the technical field of river regulation measures; several soil stabilization connection mechanisms are provided, each located at the connection point of several hexagonal planting bricks; a water interception trough is fixedly installed on the side wall of the dam body, and a water guide pipe is fixedly embedded inside the dam body, with the upper end of the water guide pipe extending into the water interception trough and the lower end of the water guide pipe horizontally penetrating the side wall at the bottom of the dam body; the upper side of the adjusting plate is slidably connected to the inner side wall of the protective frame via a sliding rail pair; a scraper is fixedly installed on the bottom surface of the adjusting plate, with the bottom surface of the scraper contacting the side wall of the dam body; a driving mechanism is located on one side of the protective frame and connected to the adjusting plate; the scraping of moss reduces the damage of moss to the dam body, increases the service life of the dam body, fixes and limits adjacent hexagonal planting bricks, and simultaneously fixes the soil layer on the upper side of the dam body through anchor bolts.

This invention relates to the field of foundation reinforcement technology, and more particularly to a foundation reinforcement method based on multi-dimensional data monitoring. The method includes: S1, compacting the ground by repeatedly hammering at several monitoring points with a compactor, and determining the surface stability characterization value based on the reaction force obtained from each hammer blow; S2, classifying the stability category of the area to be reinforced based on the surface stability characterization value; S3, identifying the affected area within the weakly stable category of the area to be reinforced, and vibrating and compacting the affected area to obtain a soil stability value; S4, determining whether to adjust the pile depth of the weakly stable category of the area to be reinforced based on the building impact characterization value; and S5, determining whether to adjust the number of piles based on the soil stability value when adjusting the pile depth. This method dynamically adjusts the construction method for the foundation according to the actual conditions of the construction site, improving the efficiency of foundation reinforcement.

The utility model provides a hydro-fluctuation belt vegetation root system soil fixation structure, and relates to the technical field of vegetation root system soil fixation, the hydro-fluctuation belt vegetation root system soil fixation structure comprises a soil fixation plate, the surface of the soil fixation plate is provided with a plurality of first mounting grooves in a through manner, and one side of the top of the soil fixation plate is fixedly embedded with a first connecting pipe. According to the device, the soil on the slope surface of the river channel is fixed and limited in a regionalized mode through the soil fixing plate and the planting bin, water and soil loss caused by rainwater on the slope surface of the river channel in rainy days is reduced, a rotating disc is held by hand, an adjusting rod is inserted into a second mounting groove, and a polygonal inserting block is inserted into the second mounting groove; the polygonal inserting groove limits the adjusting rod through the polygonal inserting block, then the adjusting rod is reversely rotated, the first stainless steel chopping cutter and the second stainless steel chopping cutter are matched with each other, roots and stems of vegetation in the planting bin are chopped and cut off, the two sides of the hand buckling groove are held by hands to be pulled out of the planting bin upwards, and then the operation is repeated. A new planting bin is embedded into the first mounting groove, dead vegetation is dug quickly, and new vegetation is planted.

The invention discloses an all-terrain self-adaptive in-situ uplift test device which comprises a dynamic bearing platform, a dynamic balance foot, a drawing instrument and a fixing clamp, the dynamic bearing platform comprises a balancing platform and a force bearing platform, the balancing platform comprises a plurality of balancing rods arranged in the circumferential direction of the force bearing platform, the balancing platform is used for providing a stable base, the force bearing platform is used for providing a horizontal mounting platform, and the balancing rods are used for adjusting the levelness of the force bearing platform; the multiple dynamic balance feet are arranged around the peripheral side of the dynamic bearing platform and used for being inserted and anchored into a peripheral side soil layer; the drawing instrument is mounted in the force bearing table and is used for providing drawing force; the fixing clamp is fixed at the bottom of the drawing instrument and is used for clamping the rhizome of the test sample. According to the invention, the soil fixation test of the plant root system can be stably carried out in the field, and the damage to the plant rhizome is small.

The application provides a kind of spongy city concave greenbelt infiltration effect prediction method, specifically includes the following steps: input step is respectively obtained soil steady infiltration rate monitoring data, precipitation monitoring data, and obtains concave greenbelt image;Training step is to obtain the soil steady infiltration rate and precipitation information condition of concave greenbelt, and obtain the area ratio of concave greenbelt and the depth of concave greenbelt;Output step is to establish the spongy city concave greenbelt infiltration effect prediction model by particle filtering algorithm.The application is based on soil steady infiltration rate monitoring data, precipitation monitoring data and concave greenbelt image, and the infiltration effect of spongy city concave greenbelt is predicted by particle filtering algorithm, which can reflect the infiltration effect of spongy city concave greenbelt in real time as the amount of data increases.

A soil stability and ecological restoration integrated restoration method for an abandoned mining area comprises the following steps that original loose soil of the abandoned mining area is shaped, a stable structure layer is constructed on a restoration base face, and the stable structure layer and the original soil form an overall stress structure through arrangement of engineering reinforcement units. A transition regulation and control layer is constructed above the stable structure layer, the transition regulation and control layer is composed of engineering structure filling units and used for forming drainage and root guiding channels, the root guiding channels are arranged in a penetrating mode in the normal direction of the slope surface, so that root systems of the ecological function layer can extend downwards along the root guiding channels and enter the stable structure layer, and the ecological function layer is constructed above the transition regulation and control layer; in conclusion, the method has the advantages that the slope slippage and collapse risk of the abandoned mining area is reduced, the surface vegetation coverage stability is improved, the repeated construction frequency in the restoration process is reduced, and the later maintenance investment is effectively reduced.