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715 results about "Geological survey" patented technology

A geological survey is the systematic investigation of the geology beneath a given piece of ground for the purpose of creating a geological map or model. Geological surveying employs techniques from the traditional walk-over survey, studying outcrops and landforms, to intrusive methods, such as hand augering and machine-driven boreholes, to the use of geophysical techniques and remote sensing methods, such as aerial photography and satellite imagery. Such surveys may be undertaken by state, province, or national geological survey organizations to maintain the geological inventory and advance the knowledge of geosciences for the benefit of the nation. A geological survey map typically superimposes the surveyed extent and boundaries of geological units on a topographic map, together with information at points (such as measurements of orientation of bedding planes) and lines (such as the intersection of faults with the land surface). The maps and reports created by geological survey organisations generally aim for geographic continuity and completeness in establishing the spatial patterns of near-surface rock units. The map may include cross sections to illustrate the three-dimensional interpretation. Subsurface geological and geophysical maps, providing limited coverage of deeper geology (known, for example, from drilling for oil or gas), are maintained internally by major oil companies and regulators. Some geological survey organisations have collaborated with them to include subsurface geology in their systematic surveys, for example, the Geological Atlas of the Western Canada Sedimentary Basin. Subsurface maps typically depict the three-dimensional form of geological surfaces by means of contours and cross sections. Computer-based models are increasingly used to provide more comprehensive information storage and greater flexibility of presentation. In the United States, the 50 state surveys are coordinated by the Association of American State Geologists.

Mountain tunnel surrounding rock deformation monitoring method and system based on distributed optical fiber sensing

The invention relates to the technical field of deformation monitoring, in particular to a mountain tunnel surrounding rock deformation monitoring method and system based on distributed optical fiber sensing. The method comprises the following steps that Brillouin frequency shift original data and center wavelength original data are collected, tunnel construction progress data and surrounding rock geological survey data are obtained at the same time, format standardization and time sequence alignment processing is carried out, and preprocessed optical fiber sensing basic data, construction time sequence data and geological attribute data are generated; surrounding rock deformation characteristic parameters are extracted based on the optical fiber sensing basic data, and surrounding rock deformation multi-dimensional characteristic vectors are constructed; performing deformation mode density clustering and surrounding rock deformation dynamic prediction based on the surrounding rock deformation multi-dimensional feature vector to generate a surrounding rock deformation dynamic prediction value; and carrying out comparison and iterative correction on the dynamic prediction values of the surrounding rock deformation, and carrying out regionalized polymerization to generate a mountain tunnel surrounding rock deformation spatial and temporal distribution visualization result. According to the invention, full-time-space accurate monitoring and early warning of tunnel surrounding rock deformation can be realized.
Owner:中铁长江交通设计集团有限公司

Path planning method and system for geological survey of unmanned aerial vehicle

The invention relates to the technical field of unmanned aerial vehicle geological survey, and discloses a path planning method and system for unmanned aerial vehicle geological survey, and the method comprises the steps: obtaining the image, spectrum and topographic data of a remote mountainous area through a multispectral sensor and a laser radar, and recognizing potential vein abnormal points through data fusion and geological feature analysis; and constructing a geological interestingness weight map and planning a flight path. Dense sampling flights are performed in a high interestingness region, high resolution data are processed in real-time to identify key reconnaissance targets, a weight map is updated, and a flight trajectory is dynamically adjusted. Through the closed-loop self-adaptive exploration process, accurate positioning and feature description of the hidden vein are realized, the mineral exploration efficiency is improved, the labor cost and the safety risk are reduced, and an innovative solution is provided for mineral resource exploration in remote areas.
Owner:JIANGSU SHIGUANG GEOGRAPHIC INFORMATION TECH CO LTD

Deep rock mass creep-seepage coupled near-field dynamics simulation method and system

The invention provides a deep rock mass creep-seepage coupled near-field dynamics simulation method and system, and relates to the technical field of geotechnical engineering.The method comprises the steps that a near-field dynamics numerical calculation model is established based on geological survey data; based on the Burgers creep constitutive model, a near-field dynamic creep-seepage coupling basic motion equation is formed; and carrying out rock mass creep process simulation considering the seepage effect by utilizing the near-field dynamics numerical calculation model and the creep-seepage coupling basic motion equation, and carrying out iterative solution on stress, strain, displacement, water pressure and damage of each time step in the simulation process until iteration stop conditions are met, so as to obtain the rock mass creep process. And finally, obtaining distribution characteristics of a rock mass displacement field, a damage field and a seepage field and a creep characteristic curve, and realizing near-field dynamic simulation of a rock mass creep-seepage coupling process. According to the method, the technical blank of near-field dynamics in the field is filled, and the long-term stability of the engineering rock mass and the disaster evolution process are accurately reproduced and predicted.
Owner:CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE +1

Domain large model geological survey report generation method based on knowledge graph

The invention discloses a field large model geological survey report generation method based on a knowledge graph, and the method comprises the following steps: S1, building an engineering survey field data set through multi-source heterogeneous data collection and structured preprocessing, and the engineering survey field data set comprises five text dimension tags divided according to engineering survey specifications; s2, constructing an engineering investigation knowledge graph; and S2A, knowledge extraction, wherein a bidirectional encoder presentation layer-bidirectional long short-term memory network-conditional random field joint extraction model is adopted. According to the method, a bidirectional encoder presentation layer-bidirectional long short-term memory network-conditional random field joint extraction model is improved on knowledge modeling to perform high-precision entity-relation joint extraction, a geological knowledge map with consistent semantics and clear structure is constructed based on RDF, rule reasoning and graph neural network reasoning mechanisms are fused, and the method has the advantages of high-precision entity-relation joint extraction and high-precision entity-relation joint extraction. Deep mining and complementation of explicit and implicit knowledge are realized, and the ability of the prior art in knowledge expression granularity and reasoning breadth is improved.
Owner:JIANGSU PROVINCIAL GEOLOGICAL BUREAU BIG DATA CENTER

Engineering geological survey data processing method and system

PendingCN121117560ALithologyHydrometry
The invention relates to the technical field of data processing, in particular to an engineering geological survey data processing method and system, and the method comprises the following steps: obtaining hole site space positioning and lithologic boundary information, collecting a structure segment sequence, extracting resistance change direction classification disturbance behaviors, recognizing node sequence conflicts, and judging hydrological turning positions. Identifying the corresponding relation between the structural section and the water level track, and generating a structural section water level merging mapping table. According to the method, the spatial information, the lithology identification, the sampling level and the penetration resistance of the drilling structure sections are collected and serialized, disturbance identification and non-sampling section classification are performed based on the resistance change trend between the sections, and node conflicts are identified in combination with the numbering relation and the lithology combination; continuous modeling and classified merging of geological information on the spatial level are achieved, the linkage adaptability of data in a multi-dimensional analysis scene is enhanced, misjudgment interference caused by information isolation is avoided, and dynamic recognition and hydrological response analysis of a geological structure are supported.
Owner:SHANXI GEOLOGICAL EXPLORATION BUREAU 212 GEOLOGICAL TEAM CO LTD

Three-dimensional visualization analysis method for real scene of ancient earthquake exploring groove

The invention provides a three-dimensional visualization analysis method for a real scene of an ancient earthquake exploring groove, which belongs to the technical field of seismic geological survey and comprises a data acquisition module used for acquiring point cloud data of target exploring grooves in different regions. And the model building module is used for carrying out scene format conversion on the point cloud data of the target exploring grooves in different regions, and carrying out exploring groove three-dimensional model building by utilizing the converted SLPK file. And the visualization module is used for carrying out live-action three-dimensional display on the three-dimensional models of the target probe grooves in different regions through a three-dimensional scene Web server based on the SLPK files in different regions, and rendering node data of different detail levels of the probe grooves according to user requirements. The ancient earthquake event can be better understood, and a reliable three-dimensional digital file and a new shared analysis normal form are provided for the ancient earthquake.
Owner:CHINA EARTHQUAKE DISASTER PREVENTION CENT

Structural design optimization method and device for underground station constructed by shield method

The invention provides a structural design optimization method and device for an underground station constructed through a shield tunneling method, and belongs to the technical field of underground engineering.The method comprises the steps that site geological survey data of a station trepanning area are obtained and input into a three-dimensional finite element model, and an initial three-dimensional model is constructed; analyzing a dynamic load effect in a construction stage by combining a load reduction theory to obtain a target three-dimensional model; finite element analysis is carried out based on the target three-dimensional model, and the maximum principal stress of the edge of the opening is extracted; then comparing the maximum principal stress with the allowable stress of the material, and performing load reduction iteration under the condition that the maximum principal stress is greater than the allowable stress of the material to obtain a final load reduction coefficient; and taking the final load reduction coefficient, the trepanning center coordinate and the stress concentration factor as the input of a two-dimensional reinforcement model, generating an equivalent live load, calculating the reinforcement amount, and automatically realizing the reinforcement optimization design. The construction efficiency is improved and the engineering cost is reduced while the safety and stability of the structure are ensured.
Owner:SUZHOU RAIL TRANSIT CONSTRUCTION CO LTD +2

Intelligent geophysical exploration geological exploration analysis system

The invention discloses an intelligent geophysical exploration geological exploration analysis system, and relates to the field of geological exploration, and the system comprises a collection and preprocessing module which is used for carrying out the adaptive collection of multiple types of geophysical field signals of a target exploration region, and synchronously carrying out the preliminary noise reduction and quality optimization of original signals through signal purification processing; the fusion module is used for receiving the preprocessed multi-type geophysical field signals and carrying out normalization and feature depth correlation fusion on coordinates of data of different dimensions through spatial-temporal feature correlation processing; the method can dynamically adapt to environmental noise optimization signal acquisition, extracts stratum recessive characteristics through multi-dimensional data fusion and intelligent mining, constructs an accurate three-dimensional geologic model, positions stratum attribute deviation and grades through multi-scale analysis, presents exploration results in combination with three-dimensional visualization, and generates target region optimization suggestions.
Owner:青海省核工业放射性地质勘查院

Slope monitoring point arrangement method based on sparse spatial correlation and displacement sensitivity

The invention relates to a slope monitoring point arrangement method based on sparse spatial correlation and displacement sensitivity. The method comprises the following steps: firstly, carrying out geological survey on a site slope to obtain variability parameters of a slope soil body; then, a slope finite element model is constructed on the basis of slope geometric parameters and the variability parameters, and the displacement states of the slope under different parameter conditions are determined on the basis of the slope finite element model; grading the slope sensitive area based on the displacement state; obtaining displacement data based on the grade of the slope sensitive area, and determining a displacement correlation coefficient and a spatial correlation coefficient based on the displacement data by adopting a Pearson's correlation coefficient and a digital image correlation technology; and finally, determining a slope high-correlation area based on the displacement correlation coefficient and the spatial correlation coefficient, and setting a monitoring point position. The scientificity and accuracy of slope monitoring point arrangement are improved, and the method has certain significance for predicting and preventing slope disasters.
Owner:SOUTHWEST JIAOTONG UNIV

Method for depicting and analyzing heavily non-aqueous phase polluted site based on microbial structure information

PendingCN120877878AMolecular entity identificationEnsemble learningSurvey methodologyContamination zone
The invention discloses a method for depicting and analyzing a heavy non-aqueous phase pollution site based on microbial structure information, which comprises the following steps of: based on a historical geological survey report and a historical leakage event, defining a pollution analysis area, and constructing a site pollution conceptual model by combining high-density resistivity with a stable isotope tracer method; performing sample collection and detection on the target area to obtain area sample detection information; performing microflora analysis according to the regional sample detection information, and judging a potential pollution retention region of the target region to obtain pollution region analysis information; carrying out multi-source data coupling by combining pollution area analysis information and area sample detection information, and carrying out pollution field three-dimensional description on a target area to obtain an area DNAPLs pollution condition diagram; a degradation function gene interaction network is constructed, restoration potential grading is performed on a target area, and area restoration suggestion is performed, so that the limitation of a traditional investigation method is broken through, and accurate analysis and restoration assistance of pollution distribution are realized.
Owner:BCEG ENVIRONMENTAL REMEDIATION CO LTD

Marking device convenient to install and used for geological exploration

The utility model relates to the technical field of geological survey marking, and discloses a geological survey marking device convenient to install, which comprises a main body structure and an auxiliary structure, the outer wall of the main body structure is fixedly connected with the auxiliary structure, the main body structure comprises a shell, and a storage box is slidably connected in the shell. A strong spring is fixedly connected to the inner wall of the storage box, one end of the strong spring is fixedly connected with a push plate, a plurality of sets of marking rods are vertically placed in the storage box, the auxiliary box is placed on the ground needing to be marked, a control motor is started to work, the output end of the motor drives a drill rod and a ground breaking drill bit to rotate, and the marking rods are arranged on the ground. Then the lifting air cylinder is controlled to work, the output end shrinks to drive the carrying plate to move downwards, meanwhile, the ground breaking drill bit continuously moves downwards when drilling the ground, the ground breaking drill bit can conveniently go deep into the deeper position of the ground and crush a hard soil layer, in this way, workers can conveniently insert the marking rod, and the marking rod can go deep into the soil layer and is not prone to falling down.
Owner:黑龙江省第五地质勘查院

Tunnel two-step grouting plugging method for wide crack water burst

The invention relates to the technical field of underground water prevention and control, in particular to a tunnel two-step grouting plugging method for wide crack water gushing, which comprises the following steps of: constructing a grouting hole intersected with a wide crack or a concentrated water gushing channel according to a geological survey result; first rapid plugging slurry is injected into the crack through the grouting hole, and the first rapid plugging slurry can form a temporary water stopping barrier in the flowing water environment; the water outlet amount change and the grouting pressure change of the adjacent observation holes are monitored, and when the water outlet amount is remarkably reduced and / or the grouting pressure stably rises and forms a platform, it is judged that the temporary water stop barrier is formed; and second reinforcing grout is injected into the crack through the grouting holes, and after the second reinforcing grout is solidified, a permanent reinforcing body with mechanical strength is formed. By optimizing the grouting material and the process time sequence, effective combination of rapid plugging and long-term reinforcement is achieved, the grouting reliability is improved, and the engineering cost is reduced.
Owner:SHANDONG UNIV +1

Tunneling parameter optimization and hob abnormal wear avoidance method based on shield cutterhead vibration

The invention discloses a tunneling parameter optimization and hob abnormal wear avoidance method based on shield cutterhead vibration, and relates to the technical field of tunnel and underground engineering, and the method comprises the steps: collecting three-way vibration signals during tunneling of a shield cutterhead; driving the shield cutter head to execute an in-situ tunneling experiment, and synchronously calculating a vibration signal characteristic value by using the three-way vibration signal; carrying out bin opening detection and statistics on the abrasion type of each hob, and judging the abnormal damage level of the shield cutter head in combination with the material structure information of the hobs; extracting vibration intensity ranges when the shield cutter head is at different abnormal damage grades, and taking the corresponding vibration intensity range when the shield cutter head is at the lowest abnormal damage grade as a target tunneling range; and analyzing whether the vibration intensity of the shield cutter head is in the target tunneling range or not in real time during shield tunneling. According to the invention, the limitation of hysteresis of traditional geological exploration is broken through; hob breakage or eccentric wear accidents caused by geological sudden changes are avoided, and construction safety in complex stratums is remarkably improved.
Owner:BEIJING JIAOTONG UNIV +1

Monitoring structure and method for highway geological survey

The invention provides a monitoring structure and method for highway geological survey, and relates to the technical field of wave signal distance measurement. The monitoring structure comprises four first monitoring units, a plurality of second monitoring units and a signal processing and analyzing unit, the four first monitoring units serving as reference points are non-collinear and non-coplanar, the first monitoring units are provided with transmitting ends for transmitting wave signals, the second monitoring units comprise monitoring lines, a plurality of monitoring balls are detachably connected to the monitoring lines, and the signal processing and analyzing unit is connected with the signal processing and analyzing unit. A receiving end for receiving wave signals is arranged in the monitoring ball, an electric wire electrically connected with the receiving end is arranged in the monitoring line, and the signal processing and analyzing unit is electrically connected with the receiving end and the transmitting end. The monitoring method comprises the following steps: burying the second monitoring unit into the soil body, generating a three-dimensional space coordinate system, and tracking the position of the monitoring ball to achieve the purpose of monitoring the slippage of the soil body. According to the invention, the plurality of monitoring balls are buried in the soil body, and the purpose of monitoring the slippage of the soil body is achieved by monitoring the positions of the monitoring balls.
Owner:四川省亚通工程咨询有限公司

Foundation pit seepage-deformation space-time coupling early warning method and system based on large geological model

The invention discloses a foundation pit seepage-deformation space-time coupling early warning method and system based on a large geological model, and belongs to the technical field of geotechnical engineering intelligent monitoring, and the method comprises the steps: processing a regional geological survey report through the large geological model based on a Transform architecture, and generating a high-precision three-dimensional stratum parameter field; further, an improved particle finite element method is adopted to carry out dynamic coupling solution of a seepage field and a stress field, a displacement rate vector is obtained, a hybrid network space-time prediction model fused with LSTM-Transform is constructed, a composite early warning index is calculated in combination with the real-time displacement rate vector, and through multi-source data fusion and space-time coupling analysis, an early warning result is obtained. Accurate evaluation and advanced early warning of the seepage stability and the deformation state of the deep foundation pit project are achieved, the accuracy and reliability of early warning signals are remarkably improved, and the method is suitable for foundation pit safety control under complex geological conditions.
Owner:POWER CHINA KUNMING ENG CORP LTD +1

Sweden arc method and monitoring data combined slope stability rechecking method

The invention relates to a slope stability rechecking method combining a Sweden arc method and monitoring data, which specifically comprises the following steps of: looking up geological survey data of a target slope, acquiring initial rock-soil body strength parameters and a slope angle, arranging deformation sensors on the surface and underground of the slope, acquiring slope deformation data monitored in real time, and determining the slope stability of the target slope according to the deformation data. Determining a potential arc slip plane of the slope according to the three points with the maximum deformation; equally dividing the soil body within the range of the potential arc slip plane according to the fixed width, and directly calculating the center height and the vertical included angle of the ith soil strip through a geometric analysis method based on the geometric parameters and the slope angle of the potential arc slip plane; according to the initial rock-soil body strength parameter, the calculated soil strip height and the vertical included angle, limit equilibrium stability calculation is carried out, the stability coefficient of the potential arc slip plane is obtained, and the slope stability is rechecked. According to the method, a scientific decision basis is provided for slope safety management, preventive maintenance and precise treatment become possible, and disasters are effectively avoided.
Owner:CHINA CONSTRUCTION SIXTH ENGINEERING DIVISION CO LTD

Measurement precision correction method for digital geological compass

The invention relates to a measurement precision correction method for a digital geological compass. The method comprises the following steps: determining the magnetic field stability of a target position according to the difference between total magnetic field intensities in a first interval; determining a magnetic field interference coefficient at the moment according to a difference value between the total magnetic field intensity at each moment and the total magnetic field intensity at the target moment; determining the integrating degree of the point source model at the previous moment according to the difference between the magnetic field interference coefficients at each adjacent moment and the duration of the interval between each adjacent moment and the initial moment; determining a target duration according to the magnetic field interference coefficient in the second interval and the duration of the interval between each moment and the initial moment, and correcting the magnetic field data of each axis of the compass according to the target duration and the difference between the magnetic field data of each axis at the target moment and the magnetic field data of the axis in the first interval; and carrying out azimuth calibration on the compass according to the corrected magnetic field data of each axis and the longitude and latitude of the target position. The method can improve the accuracy of geological survey.
Owner:HULUNBUIR MOUNTAIN GOLD MINING CO LTD

Slope displacement monitoring method based on Beidou positioning

The invention belongs to the technical field of slope displacement monitoring, and particularly discloses a slope displacement monitoring method based on Beidou positioning, and the method comprises the steps: laying fixed monitoring points in a stable region according to slope geological survey data, geological structure data and historical monitoring data, and dynamically initializing mobile monitoring points, three-dimensional coordinates of all monitoring points are collected in real time, the slope displacement and settlement rate of moving points relative to fixed points are calculated, risk points and influence ranges are determined by combining geological and historical data, the arrangement density and positions of the moving monitoring points are dynamically adjusted based on the risk influence ranges, and finally slope displacement monitoring is conducted. According to the method, by combining the side slope geological survey data, the geological structure data and the monitoring data of the last period, the stable monitoring area is screened, and the fixed monitoring points are arranged, so that coordinate distortion caused by self displacement of the datum points is avoided, and the calculation precision of the three-dimensional displacement data and the reliability of an analysis result are remarkably improved.
Owner:HUNAN EXPRESSWAY INFORMATION TECH CO LTD +1

Geological survey surveying and mapping device

The invention discloses a geological survey surveying and mapping device, and belongs to the technical field of geological survey, the geological survey surveying and mapping device comprises a tripod, the top of the tripod is provided with a foot screw assembly and a surveying and mapping instrument body through a fixing assembly, and the inner center of the tripod is provided with an adjusting sleeve capable of being telescopically adjusted. According to the surveying and mapping instrument, along with downward movement of a circular seat, an annular seat enables a fixing rod to drive an annular plate, a connecting block, an annular cylinder and a first conical block to move upwards, so that a roller drives a conical rod to move towards to-be-detected geological internal soil, and the stability of the surveying and mapping instrument body in the surveying and mapping process is improved through assistance of a limiting rod and the conical rod; the bottom of the surveying instrument body is further unfolded through the tripod, meanwhile, the posture of the surveying instrument is precisely restrained through cooperation with the limiting rod, the perpendicularity of the surveying instrument relative to a geological mark point is effectively guaranteed, it is guaranteed that the surveying instrument body keeps high horizontal precision in the using process, and then the accuracy and credibility of the surveying instrument in the using process are guaranteed.
Owner:GUANGDONG GEOTECHNICAL ENG SURVEY INST CO LTD

Stiff composite pile structure for fan foundation and design method

The invention discloses a stiff composite pile structure for a fan foundation and a design method, a composite pile comprises an anti-corrosion outer core reinforcement body, an anti-corrosion inner core rigid pile and a pile end bearing mechanism, and the anti-corrosion outer core reinforcement body, the anti-corrosion inner core rigid pile and the pile end bearing mechanism are coaxially nested or fixedly connected to form a composite anti-corrosion and cooperative bearing structure; the design method covers the whole process of geological survey, parameter design, performance checking calculation and the like. The problems that under the plain complex geology, the pile body is poor in corrosion resistance, not matched in bearing capacity and large in construction difficulty are solved in a targeted mode, the beneficial effects of being long in corrosion resistance service life, high in cooperative bearing efficiency, high in adaptability and excellent in economical efficiency are achieved, and the long-term service requirement of a draught fan foundation can be met.
Owner:HUBEI TIANSHUN ZERO CARBON TECH CO LTD

Soil pre-crushing and scattering device for geological survey and use method thereof

The invention relates to the technical field of geological survey, in particular to a soil pre-crushing and scattering device for geological survey and a using method thereof.The soil pre-crushing and scattering device for geological survey comprises a soil crushing cup, a cup base is arranged on the lower side of the soil crushing cup, soil twisting assemblies are arranged on the cup base and the soil crushing cup, and a motor is fixedly installed in the cup base. According to the soil pre-crushing and scattering device for geological survey and the using method thereof, the motor drives the shaft column and the inner cup bottom to do forward and reverse reciprocating rotation, at the moment, the upper end and the lower end of a woven steel cable do relatively reverse circular motion, and the woven steel cable in the cup is twisted along the middle position; according to the soil crushing cup, the woven steel cables are arranged in the soil crushing cup, so that soil between the woven steel cables is extruded to the outer sides of the woven steel cables, gaps of the woven steel cables are utilized to scatter the soil, and compared with equipment such as rotating blades, the soil in the soil crushing cup can be in complete contact with the woven steel cables, so that the soil crushing uniformity and the stability of the treatment effect are improved.
Owner:LINYI MUNICIPAL NATURAL RESOURCES & PLANNING BUREAU

Landform surveying method and system for territorial space planning

The invention relates to the technical field of geographic information measurement, in particular to a landform surveying method and system for territorial space planning, and the method comprises the steps: 1, carrying out the fusion preprocessing of multi-source data; 2, constructing a planning constraint dynamic rule base; 3, space-time constraint coupling analysis: taking the digital elevation model as a reference, and correcting the space offset of the land cover map through a thin-plate spline function; comparing the planning threshold value with the current landform parameter in real time, and marking a conflict coordinate set of gradient overrun or settlement overspeed; 4, intelligently segmenting the landform units; and 5, planning suitability output: setting a dynamic buffer distance according to the fault activity grade and the rock-soil body type, and generating an early warning layer when a town unit exists in a buffer area. According to the method, remote sensing images, laser radar point clouds and geological survey data are fused, space-time dislocation among various data sources is eliminated, and the precision of space analysis is improved.
Owner:SHANDONG PROVINCIAL URBAN CONSTR DESIGN INST +1

Artificial intelligence-based goaf ecological restoration method and system

The invention discloses a goaf ecological restoration method and system based on artificial intelligence, and the method comprises the steps: obtaining multi-source remote sensing data and geological survey data of a goaf, and generating a three-dimensional geological damage model of the goaf through a space-time fusion technology; performing multi-scale feature extraction on the three-dimensional geological damage model by using a deep convolutional neural network to obtain a multi-dimensional ecological feature data set, identifying an ecologically fragile region and an instability risk region, and outputting an ecological risk level map; performing parallel processing on the multi-dimensional ecological characteristic data set to generate an ecological assessment report containing health degree scores of each ecological subsystem of the goaf; and based on the ecological risk grade map and the ecological assessment report, a multi-objective optimization algorithm is adopted to generate a vegetation-soil / rock mass-water body collaborative restoration strategy. By means of the goaf ecological restoration method and device, accurate assessment and collaborative strategy generation of goaf ecological restoration can be achieved, and scientificity, efficiency and overall ecological benefits of restoration engineering are improved.
Owner:ORDOS INST OF APPLIED TECH

Deep displacement monitoring method and device based on GNSS (Global Navigation Satellite System) and array type flexible inclinometer

The invention discloses a deep displacement monitoring method and device based on a GNSS (Global Navigation Satellite System) and an array type flexible inclinometer, and relates to the field of geological survey, and the deep displacement monitoring method comprises the following steps: acquiring earth surface deformation displacement at a drill hole by adopting GNSS equipment; corresponding deep dip angle change values are measured based on three-axis acceleration sensor modules arranged on the upper portion and the lower portion in the array type flexible inclinometer respectively; collecting the earth surface deformation displacement and the deep dip angle change value by using a controller, and forming sequence data after adding a time attribute; an absolute displacement value of each three-axis acceleration sensor module is calculated by using a differential accumulation method; performing displacement fitting on the section where the three-axis acceleration sensor module is not arranged by adopting a function fitting method with constraint conditions; connecting the upper actual measurement displacement curve, the middle fitting displacement curve and the lower actual measurement displacement curve to generate a complete deep displacement monitoring image; a complete deep displacement monitoring image can be generated without a full-depth sensor, and the equipment cost is greatly reduced.
Owner:SANXIA JINSHAJIANG YUNCHUAN HYDROPOWER DEV CO LTD +2

Method and apparatus for determining safe distance for karst cavity, device, and storage medium

Disclosed are a method and an apparatus for determining a safe distance for a karst cavity, a device, and a storage medium. The method comprises: acquiring geological survey data of a target karst region, and constructing a geological simulation model of the target karst region on the basis of the geological survey data; on the basis of feature information of a target karst cavity, constructing a spatial simulation distribution model of the target karst cavity; on the basis of tunnel design parameters, integrating the geological simulation model and the spatial simulation distribution model to obtain a tunnel construction model of the target karst cavity; embedding preselected vehicle information into the tunnel construction model to obtain a corresponding tunnel operation model; and creating disaster simulation events, performing risk prediction for the tunnel operation model, and determining a safe distance for the target karst cavity on the basis of risk prediction results. The method and apparatus for determining a safe distance for a karst cavity, the device, and the storage medium in the present invention optimize tunnel design and construction, ensure the safety of tunnel construction and operation, and provide accurate data model support for actual tunnel engineering.
Owner:GUANGZHOU METRO GRP CO LTD +3

Hierarchical collaborative anchoring prevention and control method for hidden down-dip rock slope

ActiveCN121920099AEnsure high overlapAvoid reinforcement failureClimate change adaptationFoundation testingClassical mechanicsGeological survey
The invention discloses a hierarchical collaborative anchoring prevention and control method for a hidden down-dip rock slope, and relates to the technical field of hierarchical collaborative anchoring prevention and control for the hidden down-dip rock slope, and the method comprises the following steps: obtaining geological survey data of a target slope, and generating a slope digital model composed of a plurality of grid nodes; and performing strength reduction on the slope digital model, simulating a process of evolving the target slope from a steady state to an unsteady state, obtaining data of each grid node in the simulation process, calculating a shear strain value of each grid node, and generating initial slope stress field data. According to the method, the dynamic evolution path of the shear band is accurately tracked through strength reduction simulation and space-time sequence reconstruction, and shear evolution characteristics can be accurately identified, so that dislocation of a reinforcement position and an actual disaster-causing region is effectively avoided, reinforcement failure caused by shear failure of a side slope is effectively avoided, and the prevention and control effect is effectively improved.
Owner:INSTITUTE OF GEOLOGY AND GEOPHYSICS CHINESE ACADEMY OF SCIENCES

Construction geological survey sampling equipment

Provision of construction geological survey sampling equipment. The present invention includes a boring pipe for drilling holes, and a sampling mechanism is provided within the boring pipe, the sampling mechanism including a sampling disk. By combining the sampling disk and a plurality of independent sampling tubes, the sampling tubes can be sequentially protruded from the sampling hole at different depths with a single penetration of the boring pipe, thereby achieving continuous layer-by-layer sample collection, one or more samplings at the same position, and continuous sampling at different positions, without the need for intermediate sampling tube replacement or secondary drilling, thereby improving sampling efficiency, accuracy, and versatility.
Owner:GUILIN UNIVERSITY OF TECHNOLOGY

Underground water reserve area demarcation method

The invention relates to a method for demarcating an underground water reserve area. The method comprises the following steps: acquiring and tagging remote sensing, geological survey, monitoring well and Internet of Things data; the heterogeneous data is subjected to normalization preprocessing, and space-time and physical quantity unification is achieved; semantic annotation, feature completion and causal relationship modeling are performed based on a knowledge graph, and data integrity and internal relation are improved; the reliability of multi-source data is improved by adopting contradiction detection and confidence evaluation; self-adaptive weighted multi-source data fusion is realized through a dynamic weight mechanism; and constructing an adaptive graph neural network model to carry out dynamic time sequence prediction and spatial partition analysis of groundwater reserves. According to the method, the precision and temporal-spatial resolution of groundwater reserve estimation can be remarkably improved, the robustness to abnormity and environmental fluctuation is improved, and scientific decision and intelligent management can be realized.
Owner:PEARL RIVER WATER RESOURCES PROTECTION INST

Design method and system for reinforcing side slope through combination of slide-resistant piles and anchor cables

The invention discloses a slide-resistant pile and anchor cable combined reinforcement side slope design method and system, and the method comprises the steps: designing a preliminary slide-resistant pile and anchor cable combined reinforcement scheme according to geological survey data; according to the preliminary anti-slide pile and anchor cable combined reinforcement scheme, a design limit value is calculated; according to the design limit value, a refined numerical model containing the rock-soil body, the slide-resistant pile and the anchor cable is established; obtaining a strength reduction coefficient and a deformation coordination coefficient of the slope according to a simulation calculation result of the numerical model; according to the strength reduction coefficient and the deformation coordination coefficient, weak parts of the reinforcement scheme are determined, scheme checking is completed, and design is completed. According to the method, fracture and failure of the slide-resistant piles and the anchor cables are considered, and the progressive instability process of the combined reinforcement slope can be completely reproduced. According to the method, the coordination of the slide-resistant pile and anchor cable combined supporting scheme is quantified by adopting the deformation coordination coefficient, and the stability of the side slope can be improved through non-repeated optimization.
Owner:LIAONING UNIVERSITY OF TECHNOLOGY +1

Rapid comprehensive investigation method and system for natural hydrogen resources

PendingCN121348459AGeological measurementsSeismic surveySurvey methodology
The invention discloses a rapid comprehensive survey method and system for natural hydrogen resources, and the method comprises the steps: rapidly delineating a prospective area through remote sensing and geochemical measurement, fusing aviation gravity and magnetism, earthquake, time-frequency electromagnetism and ground geological survey multi-source data, finding out the characteristics of hydrogen source rock, a migration channel, a reservoir stratum and a cover stratum through the integrated evaluation of source-communication-storage-cover, and carrying out the comprehensive survey of the natural hydrogen resources. A target area is optimized through multi-information fusion, drilling verification is carried out, and efficient exploration of natural hydrogen resources is achieved. According to the method, the potential of the natural hydrogen resource can be rapidly and accurately evaluated.
Owner:CHINA AERO GEOPHYSICAL SURVEY & REMOTE SENSING CENT FOR LAND & RESOURCES