75 results about "Geological materials" patented technology

The invention discloses an inorganic coating using geopolymer material as a film-forming substance. It is a single-component water-based inorganic coating using alkali polymerized metakaolin geopolymer material as a film-forming substance. The coating is characterized in that It consists of solid phase S and liquid phase L. The solid phase S is metakaolin, heavy calcium carbonate powder, quartz powder, and anti-cracking additives; the liquid phase L is sodium or potassium water glass and water. The solid phase S and the liquid phase L are mixed in a weight ratio of 1:1.0 to 1.5. The invention eliminates many defects caused by organic polymer film formation. It has the characteristics of high strength, high hardness, water resistance, high temperature resistance, anti-aging, low cost, non-toxic and environmentally friendly, especially with good bonding force with cement mortar layer. It can be applied directly on the surface of buildings or products to provide decorative and protective properties.

Subsurface exploration using In-Situ tests such as SPT, CPT, CPTu, DMT, and PMT predicts inaccurately engineering properties of soils and intermediate geomaterials and thereby predicts incorrect load-settlement relationship of piles; variations or errors in engineering properties predicted by one empirical correlation to another correlation could be up to 50% or greater. For soft to very soft soils, engineering properties cannot be predicted as the SPT only provides information such as WOR and WOH. To overcome this problem, the invention of the application consists of performing subsurface exploration using load tests on short model piles with or without instrumentation at various depths of a soil deposit for determining accurately the above-mentioned properties. For very soft soils, a hung balance is used to hang drill rods and short model pile from a drill rig boom or from a platform with soil anchors to prevent its overturning, and then perform the load test.

The invention relates to a stratum geology interface instrument drilling induction recognition system, comprising a data induction unit, a data collection unit and a data analysis unit; the monitoring of the working parameters of a drilling machine and the monitoring of drilling parameters of a drilling bit are effectively combined by the system, on one hand, by monitoring the working pressure, temperature, flushing liquid and fuel oil of the drilling machine, the real-time monitoring, fault diagnosis and control management to the working state, oil consumption and heating state and the like of the drilling machine can be realized; on the other hand, by monitoring the drilling axial stress and vibration of the drilling bit, the stress of the drilling bit is analyzed in the drilling process, and stratal mechanical judgment and classification can be carried out to the penetrated geology material according to the drilling force without sampling, soil test and indoor rock-soil mechanical property test, and 2 / 3 of sampling and drilling time can be saved; the installation is easy, the operation is simple and the recognition precision is high.

The invention discloses a method for continuously detecting content of sulfite and sulfide in a building material and a geological material. The method comprises the following steps of: collecting a sample of the building material or the geological material, dissolving the sample together with hydrochloric acid and stannous chloride in a closed container, taking out released sulfur dioxide and hydrogen sulfide by using highly pure nitrogen or argon airflows, absorbing by using sodium hydroxide or potassium hydroxide solution, detecting the concentration of sulfite ions generated in the absorbed solution by using ion chromatography, thus obtaining the content of the sulfite through calculation; and oxidizing the absorbed solution by using hydrogen peroxide, wherein both the sulfite and the sulfide are oxidized into sulfate, detecting the concentration of sulfate ions by using the ion chromatography, and then obtaining the content of the sulfide by the measured concentration of the sulfate ions and the measured concentration of the sulfite ions through the calculation (subtraction method). The method plays an important role in detecting the content of the sulfite and that of the sulfide in the building material and the geological material, and the application prospect is brilliant.

Provided are improved referenceless multi-material beam hardening correction methods, with an emphasis on maintaining data quality for real-world imaging of geologic materials with a view towards automation. A referenceless post reconstruction (RPC) correction technique is provided that applies the corrections in integrated attenuation space. A container-only pre-correction technique also is provided to allow automation of the segmentation process required for beam hardening correction methods.

A method which allows for determining geochemistry with spatial resolution of geological materials or other materials is provided. The method can provide a non-bulk method of characterizing the geochemistry of a sample with spatial resolution. A system for performing the method also is provided.

Methods for determining the hardness and / or ductility of a material by compression of the material are provided as a first aspect of the invention. Typically, compression is performed on multiple sides of a geologic material sample in a contemporaneous manner. Devices and systems for performing such methods also are provided. These methods, devices, and systems can be combined with additional methods, devices, and systems of the invention that provide for the analysis of compounds contained in such samples, which can indicate the presence of valuable materials, such as petroleum-associated hydrocarbons. Alternatively, these additional methods, devices, and systems can also stand independently of the methods, devices, and systems for analyzing ductility and / or hardness of materials.

The invention provides a slope progressive failure whole process calculating method. The calculating method includes: calculating random stress and strain of a material whole process main stress-strain in the hypothesis that the geological material whole process main stress-strain meets a relevant constitutive relation; acquiring the stress and a strain value in random stress state through coordinate transformation and the characteristic that reversible strain and irreversible strain are irrelevant; generating leftover gliding force due to reduction of frictional resistance of a failure zone in the condition that a slide face failure meets a certain peak stress principle, increasing normal stress a slide body front unit and drive shearing stress along a slide surface, and then causing failures of a slope progressively forward; and determining a relative strain value of both the slide body and a slide bed by calculating the slide body unit strain on the slide surface, and calculating the frictional resistance of a slide surface according to the strain value. The slope progressive failure whole process calculating method can directly calculate the shearing stress and the shearing strain of the slide surface, can avoid deformation coordination hypothesis among blocks, and can calculate the stress and the strain of the slide body.

The invention relates to a detecting method in geotechnical engineering and discloses an endoscopic detecting method of the integrity of a centrifugal concrete tubular pile of a steel pipe. The method of the invention comprises the following steps: a camera is suspended inside an orifice of the centrifugal concrete tubular pile of the steel pipe, wherein, the camera is connected with a computer through a waterproof cable, further connected with a scale string tape, and used for obtaining information inside the tubular pile orifice, displaying camera images on a computer screen, and storing the camera images inside a storage; the endoscopic camera images are processed so as to obtain information of underground water and concrete core as well as information of concrete surface quality inside the tubular pile orifice; recorded construction materials are input so as to obtain piling starting and halting information, recorded geological materials are input so as to obtain stratigraphic distribution and underground water information, and characteristic parameters of the detected pile are input; the computer implements the processing of the information, summarizes total defects of the detected pile, and calculates the integrity factor Beta of the detected pile. The endoscopic detecting method of the invention has the advantaged of convenient in-site operation, simple device structure and lower cost.

The invention provides a composite sintered filter element based on a geological material. The filter element consists of the following components in parts by mass: 20-80 parts of modified medical stone, 12-60 parts of modified zeolite, 5-20 parts of modified lava, 4-8 parts of china clay, 3-10 parts of corn starch granules and 2-5 parts of bentonite. The invention also provides a method for preparing the composite sintered filter element. The method comprises the following steps: dosing, mixing raw materials, molding and firing. According to the composite sintered filter element provided by the invention, the pollutants such as TN, TP, residual chlorine, rust, bacteria and heavy metals in the water body can be removed under the condition that the natural water molecule structure is not damaged, and specific elements beneficial to the human body are released.

The invention provides a geomaterial-based zeolite molecular sieve composite rectorite water purification ceramic which is composed of a main material and an auxiliary material, wherein the particle sizes of the main material and auxiliary material are respectively 220-1200 meshes. The main material is composed of the following components in parts by mass: 40-80 parts of modified rectorite, 12-60 parts of zeolite and 25-50 parts of modified kaolin. The auxiliary material is composed of the following components in parts by mass: 10-40 parts of talcum, 8-10 parts of alpha-Al2O3, 4-8 parts of argil, 8-15 parts of celestite, 15-30 parts of pore forming agent and 1-3 parts of diluter. The invention also provides a preparation method of the geomaterial-based zeolite molecular sieve composite rectorite water purification ceramic. The filter element prepared by the method can remove heavy metals, TN (total nitrogen), TP (total phosphorus), bacteria and other pollutants in the water body by utilizing the molecular sieving effect and cation exchange, and meanwhile, release specific elements which are beneficial to the human body.

The invention discloses a method and system for selecting samples of a pulveryte analysis experiment. The method comprises the following steps: obtaining initial information corresponding to geological materials of pulveryte, and carrying out primary classification on the geological materials according to the initial information; selecting and scanning the geological materials under each category, and obtaining the element types, the element contents and the variation trend corresponding to the geological materials; optionally selecting two element types for carrying out correlation analysis, and determining a corresponding element group of each element according to the correlation analysis; establishing a first corresponding relationship between the element groups and main control factors; selecting representative elements, and establishing a second corresponding relationship between the representative elements and designated evaluation parameters; carrying out clustering analysis by utilizing a longest distance method, and carrying out secondary classification on the geological materials; selecting target samples according to a secondary classification result. According to the method and the system, provided by the invention, the selecting efficiency and the accuracy of the samples of the pulveryte analysis experiment can be increased.

The invention provides a geological material-based rainwater quality treatment system. The geological material-based rainwater quality treatment system at least comprises a desilting sand basin, a filtering basin, an anti-plugging monitoring unit, and a water quality monitoring unit, wherein a water inlet pipe, a guide channel and a sewage pipe net inlet are at least arranged in the desilting sand basin, the filtering basin and the desilting sand basin are communicated by a reinforced concrete hollow retaining wall arranged, a filler is filled in the filtering basin, and the anti-plugging monitoring unit consists of a flow sensor, an air compressor and a water pump A; and the water quality monitoring unit consists of a water quality monitor for detecting parameters of the water quality, and a water pump B, and the water pump B is connected with a water outlet of the filtering basin. According to the geological material-based rainwater quality treatment system, the deficiencies occurring in the traditional water quality treatment engineering can be solved; and a new mineral filtering material is selected, and a backwash system and the water quality monitoring unit are also arranged, so that the rainwater quality can be comprehensively improved from a plurality of aspects.

The invention discloses a triangular prism-shaped geological model construction method. The method includes the following steps: (1) a model projection region is set and divided into planar grid units, and nodes in a model bottom control region are divided into nodes inside the control region, nodes outside the control region and nodes on the control boundary; (2) each layer of geological materials are divided into a grid layer, whether the nodes are located on the boundary surface of the materials of the layer is judged, the coordinates of the nodes of the materials of the layer higher than the boundary surface of the layer are vertically moved down to the boundary surface of the materials, the nodes of each layer are numbered, and the control boundary and the region interior are specially processed; (3) triangular prism units k, l, m, k plus np0, 1 plus np0 and m plus np0 are sequentially constructed on virtual nodes corresponding to the ith layer and the i plus 1th layer until the ground surface; (4) real node numbering is carried out on the nodes from the first layer, whether the nodes are superposed with the corresponding nodes of the lower layer is judged, if so, then the nodes are numbered by adopting the corresponding real nodes of the lower layer, or else the nodes are new real nodes; and real node numbering is carried out; (5) the virtual nodes forming the units are replaced by the real nodes, and thereby a geological model is generated.

The invention discloses a method for exactly measuring storage capacity of a mine underground reservoir. The method includes steps of drilling holes in a coal field, or confirming thickness of a coal seam and specific thickness of every rock stratum by referring to the existing geological materials; calculating respective caving water storage height and crack water storage height of a hard rock stratum and a weak rock stratum from bottom to top; collecting a breaking rising coefficient of a rock layer beneath the caving zone rock stratum, strike length and tending length of a gob; calculating the water storage of the rock stratum scales of the caving zone and the crack zone; measuring the water level of the mine underground reservoir through the real-time water level monitoring system; determining the height of the covered rock stratum from bottom to top according to the height value, and calculating the storage capacity of the mine underground reservoir. When the water level is changed, the change of the water reserve of the reservoir is acquired through the water level change, or key data such as the rest space of the reservoir is calculated; the method has important function in allocation of the reservoir and the prevention and control of the water resource.

The invention discloses a wide frequency earthquake exploration method capable of improving resolution capacity of exploration. The method comprises the following steps that: a single geophone is arranged at each seismic trace; wide frequency acquisition is carried out by the single geophone arranged at each seismic trace to the earthquake reflection wave generated by an artificial seismic source; spectrum equalization processing is carried out to a plurality of earthquake reflection waves acquired by the single geophone at each seismic trace, and then horizontal stacking is carried out so as to obtain broadband earthquake reflection waves with equalized frequency component energy;finally, demarcation is carried out by using an earthquake cross section and a geologic horizon displayed by the broadband earthquake reflection waves. The method can find out the macro geological structure of oil fields, gas fields and coal fields; meanwhile, the distribution of thin layers (thickness of 1 to 3 m) and the specific status of small faults (wherein the fall is 1 to 3m) are found out. The method provides more detailed earthquake geological materials for the exploration and development of the oil fields, the gas fields and the coal fields.

The invention relates to a method for computing pressure attenuation gradients. The method includes particular steps of S1, collecting and collating geological materials, mud logging materials, well logging materials and oil testing materials of research areas; S2, predicting mudstone pressures of the research areas by the aid of Eaton processes and equivalent depth processes and correcting the mudstone pressures by the aid of measured pressures; S3, combining geological structures, sedimentary facies distribution characteristics and fault development conditions of the research areas with oneanother according to predicted formation pressure values and drawing pressure coefficient contour lines; S4, building different pressure attenuation gradient computation models and computing the pressure attenuation gradients according to the different pressure attenuation gradient computation models. The method has the advantages that sedimentary facies change and fault geological factors are considered, the heterogeneity of pressures in change procedures is sufficiently considered, the different pressure attenuation gradient computation models are built, the pressure attenuation gradients ofthe research areas are computed piecewise, accordingly, distribution and change laws of the pressure attenuation gradients are accurately clear and definite, and the method is favorable for guiding oil and gas exploration on overpressure oil and gas bearing basins.

A method and system for supporting unstable geologic materials surrounding a borehole after the borehole is drilled, while reducing the vertical migration in a sand pack behind a slotted screen in the casing. An annulus is defined between a drill casing and a continuous screened casing. Alternating sand fills and sealing layers are deposed in the annulus along a length of the borehole. The length of the sealed interval between the screened casing and the hole wall is reduced, allowing flow connection between the surrounding geologic formation and the interior of the casing over most of the casing length. The sand pack design between the screen and the borehole wall has a sufficient number of sealed barriers to vertical flow to approximate an ideal sand backpacking, which has a vertical conductivity no greater than that of the formation and a relatively low impedance to horizontal flow through the sand pack.

The invention discloses a method and a system for evaluating submarine geological disasters. The method includes acquiring geological materials of target regions and experimental data of samples; building simulation models of the target regions on the basis of the geological materials and the experimental data of the samples; analyzing the simulation models on the basis of finite element strength reduction processes to generate stability safety coefficients; evaluating the submarine geological disasters on the basis of the stability safety coefficients and generating stability analysis and evaluation reports of the target regions. The method and the system have the advantages that true stress characteristics of geological models can be accurately expressed during evaluation on the marine geological disasters, and deformation procedures and occurrence mechanisms of the marine disasters can be accurately simulated.

The invention provides a deep high stress hard roof stope dynamic disaster monitoring and early warning method, and belongs to the technical field of mine dynamic disaster prevention and control. Thedeep high stress hard roof stope dynamic disaster monitoring and early warning method comprises the steps that firstly geological materials are investigated, surveyed and obtained, and dynamic disaster influence factors are determined preliminarily; then a ground stress field test scheme is formulated, a ground stress field test is carried out nearby a stope, confining pressure filter test is carried out on a rock core of a ground stress test point in a laboratory, and ground stress distribution rule is concluded; meanwhile, a SURPAC geological modeling software is adopted, a three-dimensionalmodel of a coal seam and earth surface is established, the stope static ground stress field distribution characteristics are obtained, a disaster-causing mechanism is researched, and energy storage rock stratum structural characterization study is carried out; and finally, the monitoring scheme and equipment is determined, monitoring equipment is installed on site, and monitoring and early warning on site is carried out. According to the deep high stress hard roof stope dynamic disaster monitoring and early warning method, the monitoring scheme of tracing rock mass fracture tracks and stressfield migration characteristic is adopted, a classified early warning index system is applied. Energy level, time and position of dynamic disaster changing of an operation surface can be accurately predicted, and safe production of the operation surface is guaranteed.

The invention relates to a system for simulating, loading and measuring the complex deformation of a geological soft material. The system comprises a loading unit, a control unit and a deformation measuring unit, wherein the loading unit is used for receiving a signal from the control unit, performs loading operation on a test piece to be measured by matching the signal with a result of the deformation measuring unit, and feeds loading information back to the control unit; the control unit is used for controlling the loading unit and the deformation measuring unit and receiving the loading information fed back by the loading unit and deformation information on the surface of the test piece, which is fed back by the deformation measuring unit; and the deformation measuring unit is used forreceiving the signal from the control unit, acquiring a digital speckle image on the surface of the test piece according to a time sequence when the deformation measuring unit is matched with the loading unit according to the signal to load the test piece and is subjected to stipulated displacement action, analyzing the digital speckle image and feeding the deformation information on the surface of the test piece back to the control unit. The system for simulating, loading and measuring the complex deformation of a desktop small geological soft material can conveniently simulate the complex deformation of the geological soft material and quantitatively and accurately measure full-field deformation.

The invention provides a household water purifier based on geologic materials, which comprises at least a water inlet, a water outlet, a water switch and a housing, wherein a six-stage water quality purification and mineralization module, a geologic mineral material filter element automatic regeneration module and a filter element use condition monitoring module are arranged in the water purifier, and the six-stage water quality purification and mineralization module consists of six-stage water quality purification filter elements which are sequentially arrayed; the geologic mineral material filter element automatic regeneration module consists of an automatic modification back wash unit and an ultraviolet disinfection unit; and the filter element use condition monitoring module comprises a monitoring part, a circuit control part and a display screen. By using the water purifier, heavy metals and nitrogen and phosphorus pollutants contained in water on the premise that the structure of natural water is not damaged, and microscale mineral elements beneficial to the human body are released, and finally activated small molecular water and healthy water containing beneficial mineral elements are obtained.

The invention relates to a method for immobilising bacteria in a material permeable to the bacteria, in particular a geological body, comprising forming a first zone comprising the bacteria in the material and allowing the first zone to move through at least part of the material; forming a second zone comprising an effective amount of a flocculating agent to the material and allowing the second zone to move through at least part of the material, wherein the zones are allowed to move such that the zones become at least partially overlapping and at least part of the bacteria flocculate, thereby becoming immobilised.

The invention discloses a formation method for construction overhaul environment of a shield tunnel, comprising the following steps: firstly, shield equipment required for overhaul or replacement, positions of the shield equipment, the number of the shield equipment, and the reinforcement form, the reinforcement range and the reinforcing strength of the peripheral soil mass of a shield are determined according to geological materials of sections of a construction tunnel and technical parameters of a shield machine; secondly, drilling is performed from the inside of the shield to the outside of the shield, and a reinforced pipe is extended out of the shield to form a reinforced pipe network; thirdly, the peripheral soil mass of the shield is reinforced. The formation method for the construction overhaul environment of the shield tunnel not only is not limited by the tunnel embedded depth, ground buildings and environmental conditions but also avoids the possible danger of the air pressure environment on personal safety and health, thereby the formation method has the advantages of high safety and strong serviceability and provides a formation method for a safe and reliable operation environment for shield construction of the tunnel and particularly for overhaul and replacement of the shield equipment under a river for a large-diamond long-distance tunnel project, consequently the operation safety of operators is guaranteed.

A downhole milling tool for cutting non-geological materials in a well includes a body having an elongated and substantially cylindrical wall defining an inner passage extending through a portion of the body. The body includes a coupling end capable of being coupled to a working string to rotate the body. A plurality of blades extends radially outward from the body, and each blade extends along a length of the body. Each blade is oriented substantially parallel to a longitudinal axis of the body or is arranged in a spiral or helical configuration on the body. A laser-deposited cladding material is coupled to the plurality of blades.