Patents
Literature
Patsnap Copilot is an intelligent assistant for R&D personnel, combined with Patent DNA, to facilitate innovative research.
Patsnap Copilot

935 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.

Method for processing isolated stone groups in shield excavation karren section

The invention relates to a technology for detecting and processing isolated stone groups in the shield excavation karren section, in particular to a method for processing isolated stone groups in the shield excavation karren section, aiming to solve the problems that the isolated stone groups can not be detected accurately and processed rapidly by using the traditional method. The method comprises the following steps: finding out the section probably having the isolated stone groups according to a geological survey report; arranging testing holes along the longitudinal direction of a tunnel in the section having the isolated stone groups, putting PVC (polyvinyl chloride) pipes in the testing holes, disposing dense small holes on the walls of the PVC pipes, sealing the bottom ends of the PVC pipes, filling the testing holes with water, arranging electrodes in the PVC pipes in the adjacent two holes, detecting by crossing holes and collecting data by using a high-density resistivity instrument, and determining the position of the isolated stone; optimizing a blasting design, positioning blasting charges accurately by using a counter weight, blasting the holes at the periphery of the isolated stone first to squeeze to generate a space, and then blasting the holes row by row. The method is used for detecting the isolate stone accurately, adopts a simple process, uses the blasting technology to ensure that the biggest blasted isolated stone is less than 25cm, avoids the secondary blasting and has high isolated stone processing efficiency.
Owner:2ND ENG CO LTD OF CHINA RAILWAY 12TH BUREAU GRP +1

Ore concentration area scale area three-dimensional geological modeling method and system

ActiveCN106934858ARealize automatic fittingQuick conversion3D modellingGeological surveyFeature data
The invention discloses an ore concentration area scale area three-dimensional geological modeling method and system. The method comprises a step of obtaining geological survey data which comprises stratigraphic area feature data, tectonic line feature data, occurrence point feature data, drill hole feature data, exploration line feature data, and trenching feature and tunnel feature data, a step of defining the spatial and temporal relationship between stratums, the spatial and temporal relationship between faults, and the spatial and temporal relationship between the stratums and the faults, a step of using a Cokriging algorithm to carry out implicit spatial interpolation on the geological survey data and the spatial and temporal relationships, a step of constructing a virtual geological section according to an interpolation result, a step of editing the virtual geological section, and a step of determining an ore concentration area three-dimensional geological model according to the virtual geological section. The invention provides the ore concentration area scale area three-dimensional geological modeling method and system, and on the basis of ensuring low cost, the accurate modeling of the geology of an ore concentration area scale area can be carried out.
Owner:INST OF MINERAL RESOURCES CHINESE ACAD OF GEOLOGICAL SCI

Hyperspectral image classification based on gradient lifting decision tree and semi-supervise algorithm integration

The invention discloses a hyperspectral image classification based on gradient lifting decision tree and semi-supervise algorithm integration in order to solve the technical problem that hyperspectral image classification based on active learning and semi-supervise learning is low in classification precision. Hyperspectral image classification includes the steps that firstly, hyperspectral image data is input; secondly, features of sample points are extracted; thirdly, parameters of a gradient lifting decision tree classifier are trained; fourthly, massed learning sample points are classified; fifthly, the confidence degree of the sample points are assessed; sixthly, the sample points are screened through sparse representation; seventhly, a marked training set is updated; eighthly, a classification result is output. Assessment is conducted on the confidence degree of the unmarked sample points through the prediction result of the classifier and sparse representation, according to the confidence degree of the unmarked sample points, the sample points are divided into two sets for different kinds of processing, burdens for manual marking are reduced while classification precision is improved, and hyperspectral image classification can be used in the fields of geological survey, atmospheric pollution and like.
Owner:XIDIAN UNIV

Interpretation and evaluation method for reservoir area engineering geological survey

InactiveCN102707332AImprove work efficiencyRealization of process conditionsGeological measurementsImaging interpretationGeodat
The invention discloses an interpretation and evaluation method for a reservoir area engineering geological survey and particularly relates to a hierarchy interpretation method and a comprehensive evaluation method for reservoir area engineering geological survey and evaluation. According to the interpretation and evaluation method, the interpretation of bad geologic bodies of landslide, collapse, debris flow and the like can be achieved, the precision can meet a requirement of feasibility, and the comprehensive evaluation of engineering geological problems of reservoir leakage, reservoir bank stability, reservoir bank collapse, reservoir immersion, the debris flow and the like can be achieved. The steps of the interpretation and evaluation method includes firstly, establishing a geographic information system (GIS) data bank of a reservoir area engineering geology and a three-dimensional true color remote-sensing image visualization system; secondly, establishing remote-sensing interpretation marks of the bad geologic bodies of the landslide, the collapse, the debris flow and the like; thirdly, performing preliminary interpretation with geography interpretation as a priority; fourthly, performing outdoor verification by matching of image interpretation; fifthly, performing detailed comprehensive interpretation with three-dimensional interpretation as a priority; sixthly performing reservoir leakage comprehensive interpretation based on a GIS; seventhly, performing reservoir bank stability comprehensive interpretation based on the GIS; eighthly, performing reservoir bank collapse and reservoir immersion comprehensive interpretation based on the GIS; and ninthly, performing reservoir debris flow comprehensive interpretation based on the GIS.
Owner:UNIV OF SCI & TECH BEIJING

Structural design method for load-bearing section of miniature anti-slip compound pile

The invention discloses a structural design method for a load-bearing section of a miniature anti-slip compound pile. The method comprises the following steps: 1, performing a field geological survey, and determining mechanical properties of a geotechnical slope body through tests; 2, evaluating the stability of a slope, and calculating the residual slide thrust of the slope; 3, considering the adjustment and the distribution of the slide force among piles of the miniature anti-slip compound pile, and determining the distribution ratio of the slide force under each pile; 4, calculating to obtain the residual slide thrust borne by each pile; 5, calculating the bending moment, the shearing force, corners and the displacement of the load-bearing section of each pile; 6, performing reinforcement design on the miniature anti-slip pile according to the calculated bending moment; and 7, rechecking designed reinforcing bars according to the calculated shearing force. According to the design method, the residual slope slide thrust distribution conditions of each pile of the miniature anti-slip compound pile are determined, the reinforcing function of each pile body in the combined pile consisting of multiple piles is determined, the distribution of the anti-slip effect on each pile is obtained, the structure effect and the pile-soil action effect of the miniature anti-slip compound pile are considered, and the internal force calculation result is accurate and scientific, so that the bending resistance, the shearing resistance and the safety of the miniature anti-slip compound pile are guaranteed.
Owner:CENT SOUTH UNIV

Single-action double-pipe coring overburden drill tool for air down-the-hole hammer

The invention relates to a single-action double-pipe coring overburden drill tool for an air down-the-hole hammer. The single-action double-pipe coring overburden drill tool comprises a central coring drill tool and an overburden drill tool. The central coring drill tool is a single-action double-pipe coring drill tool and comprises a single-action vibration reduction mechanism, an inner pipe adjusting mechanism and a coring mechanism with a bayonet device; the single-action vibration reduction mechanism comprises an impact connector, a disc spring, a bearing block, a connecting shaft, a thrust ball bearing and a radial ball bearing; the inner pipe adjusting mechanism comprises a connecting shaft, a core pipe connector, an inner pipe and a nut; the coring mechanism with the bayonet device comprises an outer pipe, an inner pipe, a connecting shaft, a core pipe connector, a coring drill bit, a rolling needle, a pawl spring seat and a pawl spring; the overburden drill tool comprises a casing, a casing connector, a casing shoe, a clamp ring and a casing drill bit. The single-action double-pipe coring overburden drill tool for the air down-the-hole hammer is applicable to relevant fields such as geological mineral exploration and engineering geological survey for complex formation with loose sand, cobbles, gravel, fracture, breakage and the like.
Owner:江苏省南京工程高等职业学校

Computing method for representative elementary volume of jointed rock

The invention provides a computing method for the representative elementary volume of a jointed rock, which belongs to field of geotechnical engineering calculation parameters. According to the invention, a multi-scale jointed rock sample with an indoor test scale, an on-site in-situ test scale, an engineering scale and the like capable of fully reflecting joint spatial distribution characteristics and rock and joint mechanical characteristics is constructed based on indoor rock and joint mechanical tests and on-site joint geological survey, and virtual uniaxial compression loading is carried out on the sample to obtain a stress-strain curve; a relational graph of uniaxial compressive strength of a variety of jointed rocks and loading-direction sample dimension is drafted, and a relation curve is fitted; in the fitted relation curve, if a ratio of reduction amount of the uniaxial compressive strength to uniaxial compressive strength of an indoor rock sample is less than 0.2% when the loading-direction sample dimension of the jointed rocks is increased by 1 m each time, it is believed that uniaxial compressive strength of the jointed rocks does not change with increase of dimension, and the representative elementary volume of the jointed rocks is obtained. The method provided by the invention has the advantages of simple principles, convenient operation, low cost and a good usage effect and facilitates determination of the representative elementary volume of the jointed rock.
Owner:UNIV OF SCI & TECH BEIJING

Method for generating three-dimensional geological map based on geological route (PRB) process double modeling

The present invention discloses a method for generating a three-dimensional geological map based on geological route (PRB) process double modeling. The method comprises a step of carrying out PRB field data collection and the PRB modeling of a measured section and a step of obtaining a geological actual material map or a manuscript geological map according to the PRB modeling, and the method also comprises the steps of (A) carrying out logical constraint on the PRB section, (B) carrying out deep modeling on the PRB and the measured section, (C) obtaining a geological boundary occurrence according to the PRB data, (D) generating a three-dimensional geological structure /fault framework diagram, (E) generating a three-dimensional PRB section fence diagram, (F) carrying out PRB section and geological map combined modeling, and (G) generating the three-dimensional geological map. By using the method, a three-dimensional modeling process and a digital area geological survey process can be synchronized, the modeling is carried out from the synchronization of the three-dimensional modeling process and the measured geological section collection synchronization, and the modeling efficiency is greatly improved.
Owner:中国地质调查局自然资源综合调查指挥中心

Combined advanced drilling exploration method for detecting water-free dissolving cavity and water dissolving cavity in tunnel

The invention discloses a combined advanced drilling exploration method for detecting a water-free dissolving cavity and a water dissolving cavity in a tunnel. The method comprises the following steps of: comprehensively analyzing and judging a karst growth condition and a probable geologic risk in front of the tunnel according to geologic exploration result information, and performing advanced forecast grading on construction geology; performing primary advanced drilling and exploration in a tunnel digging direction of a tunnel face to form a hole A, then performing primary drilling and brazing exploration in the tunnel digging direction, steadily and forwards digging, and cyclically pushing a drilling and brazing exploration hole until the drilling and brazing exploration hole reaches a reserved safe rock disk away from the dissolving cavity; performing drilling exploration to form a hole B in the tunnel digging direction of the tunnel face at the reserved safe rock disk; and comprehensively analyzing, and submitting advanced geologic forecast result information. The method is simple, practical and quick; the test result is reliable; safety prewarning is supplied to great geologic risks such as water burst, sludge burst and deformation collapse; longitudinal section diagrams, cross section diagrams and planar diagrams of ahead dissolving cavities are supplied to tunnel design and construction treatment; and scientific basis is supplied to optimization of the lining section style of the tunnel and supporting and protecting parameters.
Owner:CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP

Rock block stability fast evaluation method based on three-dimensional outdoor scene and stereographic projection

The invention relates to field of engineering geological exploration analysis and discloses a rock block stability fast evaluation method based on a three-dimensional outdoor scene and stereographic projection. According to the rock block stability fast evaluation method based on the three-dimensional outdoor scene and the stereographic projection, geological investigation personnel versatilely analyze blocks likely to slip conveniently and rapidly in the field environment, visually make an evaluation for a side slope stability state, and qualitatively analyze the stability situation after personnel excavate the side slope at the same time. The method comprises the steps of 1, collecting rock mass structure geological data information in an engineering area; 2, introducing the geological data information to a three-dimensional outdoor scene platform to form three-dimensional terrain; 3, determining a natural rock side slope to be analyzed; 4, in the range of the natural side slope, screening out all structural plane data information; 5, cutting blocks in the three-dimensional outdoor scene platform; 6, generating a side slope stability analysis report according to a polar stereographic projection method; 7, according to a construction scheme, inputting artificial side slope data; 8, according to the polar stereographic projection method, natural side slope data and artificial side slope data, generating a stability report.
Owner:POWERCHINA CHENGDU ENG +1
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products