15 results about "Parent rock" patented technology

The present application belongs to the field of geological exploration and artificial intelligence technology, and discloses a mineral resource prediction method and system based on a Bayesian physical information neural network. The method comprises the following steps: obtaining and preprocessing multi-source geological data of a study area; constructing a Bayesian neural network based on variational inference; constructing a physical constraint loss with a geological source term; performing three-stage progressive training based on a multi-objective loss function; and performing Monte Carlo sampling prediction and uncertainty quantification. The present application has strong physical interpretability: by embedding a steady-state diffusion equation with a geological source term, the model prediction result conforms to the geological law of ore-forming element migration and enrichment, and the source term clearly corresponds to two geological actions of fracture channel and ore-forming parent rock. The present application realizes the organic combination of data driving and physical driving by using multi-source information such as geochemical data, fracture structure, rock mass distribution and known mine point labels.

The utility model discloses a kind of mechanism pea gravel shaping systems, including crushing module, screening module, leaching module and sand-water separation module, crushing module includes crusher, and mixed material is formed after crushing parent rock, and the discharge end of crushing module is connected with the feed end of screening module;Screening module includes vibrating screening machine, for grading screening mixed material, into big stone, middle stone, small stone and sand and sewage, big stone, middle stone and small stone are respectively stored in corresponding finished product bin, and the vibrating screen of vibrating screening machine is two overlapping screens, screen relative displacement changes screen size and forms detachable fixed fit by fastener;Leaching module includes spraying device, and spraying device is arranged in vibrating screening machine;Sand and sewage are sent to sand-water separation module solid-liquid separation, sand-water separation module includes sand-water separation machine, after separation, solid enters corresponding finished product bin, liquid enters sewage sedimentation tank, overlapping screen makes screen hole more dense, screen size can be changed, prevent pea gravel over-diameter.

The invention discloses a method for quantitatively representing the supply proportion of a material-source intersection area based on element enrichment factor tracing. The method comprises the following steps: S1, establishing a bedrock mother rock element enrichment factor standard chart; s2, acquiring element enrichment factors of the sedimentary area; s3, principal component difference analysis; and S4, calculating the supply proportion of different material sources through linear regression. According to the method for quantitative characterization of the supply proportion of the material source intersection area based on element enrichment factor tracing, an element enrichment factor method is introduced into deep stratum material source research; by optimizing reference element selection, establishing a targeted mother rock standard chart and combining principal component analysis and linear regression, accurate tracing of deep stratum material sources and quantitative calculation of the intersection proportion are achieved, the blank of a deep stratum element enrichment factor material source tracing technology is filled, and the tracing method has a wide application prospect. And a key technical support is provided for deep reservoir prediction and oil-gas exploration of the petroliferous basin.

This invention provides a grouting reinforcement device for unstable rock masses in mines. Compared with existing technologies, vertical grouting grooves are opened at the top of both the secondary unstable rock and the parent rock, and an inclined grouting groove is opened at the bottom of the secondary unstable rock. Vertical and inclined insertion tubes are inserted into the vertical and inclined grouting grooves, respectively. The studs at the bottom of the vertical insertion tubes can be locked with the screw holes of the inclined insertion tubes, thereby locking the three insertion tubes in the secondary unstable rock and the parent rock. A secondary locking connection is made through the internal insertion columns and inclined rods to enhance the stability after connection and cope with the prestress of the secondary unstable rock. Concrete grout is added into the vertical and inclined grouting grooves through the grouting holes on the surface of the vertical and inclined insertion tubes. After solidification, the outer ends of the secondary unstable rock and the parent rock are locked by external fixing components. Anchor ropes are wrapped around the fixing rings at the top of the vertical and inclined insertion tubes to further strengthen the prestress of the secondary unstable rock from the outside.

The application discloses a kind of ion adsorption type rare earth ore exploration methods, comprising the following steps: S1.Statistical survey area ore-forming parent rock total rock rare earth element and K2O content;The total amount of rare earth elements in the ore-forming parent rock and the content of K2O are positively correlated, and the total amount of rare earth elements in the ore-forming parent rock and the content of K2O are used as the rock geochemical index of the ion adsorption type rare earth ore mineralization potential evaluation and target area screening;S2.Prepare the total alkali and K2O distribution map of the survey area;S3.Combined analysis of the total alkali and K2O distribution map and the weathering crust distribution map in the survey area, carry out the rapid evaluation of ore-forming prospect area and the screening of exploration target area;S4.Establish the comprehensive evaluation system of the mineralization potential of the exploration target area, and carry out the rapid positioning of ore body.The exploration method of the application has high exploration efficiency, accurate target area screening, low cost and simple operation, reliable ore body positioning, and has strong applicability.

According to the high-quality machine-made sand screening system for the simply supported beam, high-quality machine-made sand with good grain composition is obtained through the processes of machine-made sand mother rock crushing, multi-stage screening and powder doping, wide application of the machine-made sand in a railway concrete bridge structure is promoted, and compared with an existing machine-made sand screening system, the screening system has the advantages that the screening efficiency is high; the grain grading level of the machine-made sand is improved, and the application requirement of the machine-made sand in the simply supported beam is met.

The invention relates to a method for the automatic quantification of dihydrogens produced from a sample of a mineral containing a metal compound, such as iron, or a sample of a deposited mother rock, characterized in that a water reduction reaction is carried out at a temperature of about 1200 DEG C in the presence of the sample and water vapor (2) and the amount of dihydrogens produced from the sample during the reaction is determined, and identifying the mother rock as a potential source of natural hydrogen. The invention also relates to a device for carrying out the method.

The invention discloses a dangerous rock mass crack filling and reinforcing integrated device, and relates to the field of geotechnical engineering disaster prevention and control. The anchor rod comprises a first anchor rod body, a second anchor rod body, a connecting mechanism and a locking mechanism. The connecting mechanism comprises a rotating rod arranged in the second anchor rod, one end of the rotating rod penetrates through the second limiting block to be fixedly connected with the driving block, and the other end of the rotating rod penetrates through the second anchor rod and is provided with first external threads. The locking mechanism is arranged in the first anchor rod; the first external threads are detachably connected with the locking mechanism through threads. According to the dangerous rock mass crack filling and reinforcing integrated device, through cooperative arrangement of the connecting mechanism and the locking mechanism, the problems that in the using process of an existing dangerous rock mass crack filling and reinforcing integrated device, the connecting structure between anchor rods is simple, the fixing effect is poor, the anchor rods vertically inserted into a mother rock mass are likely to shake in the containing grooves, and the reinforcing effect is affected are solved. The invention further relates to a using method of the dangerous rock mass crack filling and reinforcing integrated device.

The application discloses a sedimentary basin paleogeographic pattern reconstruction method based on geochemical indexes, and comprises the following specific steps: analyzing and measuring the major element, trace element and rare earth element compositions of a sampling sample of a sedimentary basin, judging the tectonic background and parent rock lithology of the sedimentary basin, and analyzing the secondary components in the rock debris in the sampling sample to constrain the judgment result of the tectonic background of the sedimentary basin; analyzing and calculating the heavy mineral composition proportion of the sampling sample to obtain a heavy mineral combination maturity index, and judging the sediment transport distance of the sedimentary basin; determining the sedimentary basin paleoenvironment reconstruction index by analyzing the trace elements of the sampling sample, combining the sediment characteristics of the sedimentary basin and the sedimentary facies division, and calculating the sediment dispersion law indicated by the internal strata of the sedimentary basin; and combining the geochemical indexes obtained in steps one, two and three in a coupling mode to reconstruct the paleogeographic pattern of the sedimentary basin.

This invention discloses a method, system, and medium for evaluating the engineering suitability of gravelly soil fillers based on fuzzy hierarchical analysis, relating to the field of geotechnical engineering technology. It improves upon existing technologies by constructing an applicability evaluation framework comprising a target layer, a criterion layer, and an index layer, along with objective and unified evaluation grading rules. Based on fuzzy hierarchical analysis, it determines the contribution weight of each index to different engineering performances and, through fuzzy weight calculation, couples the systematic influence of multiple factors such as particle size distribution, parent rock properties, and particle shape into the final evaluation result. This provides a structured framework and unified scoring standards for the evaluation process, solidifying scattered and fuzzy expert experience into a set of executable objective rules, greatly reducing arbitrariness and subjective bias in the evaluation process.

The application discloses a rock sample manufacturing method capable of reflecting structural plane angle and roughness, comprising a similar material proportioning method and a mold manufacturing method. The similar material proportioning method is performed according to main mineral components of a parent rock, structural plane surface roughness information is obtained through a three-dimensional scanner, a three-dimensional model of a mold is designed by using modeling software, a sample manufacturing mold is obtained by using a 3D printing technology, the lower half of the sample is poured after the mold is assembled, the upper half of the sample is poured after the lower half is finally cured, and thus the rock sample manufacturing containing a structural plane reflecting different angles and roughness information is completed. The application can manufacture rock similar material samples with different structural plane angles and roughnesses in accordance with the standard of the International Society for Rock Mechanics, and the manufacturing method is convenient, fast and accurate, and can help solve the problems that natural structural plane rock samples are not easy to obtain, the cost is high, and it is difficult to meet the repeated test requirements.

This invention discloses a method, system, computer program product, and storage medium for estimating the mud powder content of fine aggregates based on multiple features. First, multiple physical characteristic parameters of the manufactured sand fine aggregate to be tested are acquired. These parameters include methylene blue value, particle size distribution parameters, powder parameters, and parent rock lithological characteristics. The parent rock lithological characteristics are lithological codes obtained by numerically mapping different rocks. Then, all physical characteristic parameters are input into a neural network model. This model is pre-trained using a training dataset, which uses the physical characteristic parameters of historical samples as input and the actual mud powder content as output. Finally, the estimated mud powder content output by the neural network model is obtained. The method, system, computer program product, and storage medium provided by this invention can accurately, quickly, and conveniently determine the mud powder content in manufactured sand fine aggregates, and have extremely high industrial practical value.

The present disclosure relates to a method for determining macroscopic distribution of swelling rock / soil, and the method provided by the present disclosure can divide the stratum distribution range controlled by different parent rock lithology of each stratum paragraph according to the spatial distribution characteristics of the sedimentary facies of different stratum paragraphs in the region to be studied and the parent rock lithology category, and determine the macroscopic distribution of swelling rock / soil according to the weathering degree and swelling characteristics of sandstone and mudstone of each stratum paragraph. The method provided by the present disclosure can determine the distribution position and swelling strength of the swelling rock / soil in the region, and the main distribution range of the swelling rock / soil can be circled through the research on the distribution characteristics of the swelling rock / soil in a large range, and then the exploration means can be reasonably arranged, and the engineering investigation cost can be reduced.

The invention discloses a dangerous rock collapse disaster-causing range inversion calculation method and a blocking position determination method, and belongs to the technical field of geological disaster prevention and control. The disaster-causing range inversion calculation method comprises the following steps: step 100, measuring parameters of collapsed rock blocks and potential dangerous rock blocks; step 200, establishing a three-dimensional digital model of the dangerous rock distribution area; step 300, obtaining an accurate rockfall movement track, a slope collision recovery coefficient and a slope rolling sliding friction coefficient; and calculating the collision energy loss rate and the rolling and sliding energy loss rate of the potential dangerous rock block stone which is separated from the mother rock, freely falls and collides with the slope surface, and calculating the collapse movement distance of the potential dangerous rock block stone. The collapse movement distance is the horizontal distance from the potential dangerous rock block stone to the mother rock after the potential dangerous rock block stone is separated from the mother rock and stops rolling, and the coverage range of the collapse movement distance on the ground is the accurate disaster-causing range.

This invention discloses a method for evaluating and predicting favorable reservoirs in high-temperature fault-controlled sedimentary areas. The method includes the following steps: identifying the parent rock type in different watersheds; calculating the erosion amount in different watersheds; quantitatively determining the clastic material basis of the sediment supply; quantitatively characterizing the activity of the controlling sedimentary faults and the valley system to determine the clastic material transport channels; determining the distribution of large reservoirs through micro-paleogeomorphic constraints in the sedimentary area; comparing the erosion amount in different watersheds with the corresponding sedimentary body volume to quantitatively predict the thickness and distribution of reservoir sand bodies; and comprehensively analyzing the reservoir sand body distribution, lithofacies characteristics, and regional temperature and pressure field characteristics to analyze the main controlling factors and distribution patterns of reservoir formation and predict favorable reservoir distribution areas. This invention provides a semi-quantitative to quantitative description of the distribution of favorable reservoirs in sedimentary areas by quantitatively analyzing the watershed area, erosion amount, fault activity, valley system, reservoir and porosity evolution in the erosion zone, and the configuration relationships between various parameters.