PREDICTING SYSTEM AND METHOD FOR UNIAXIAL COMPRESSIVE STRENGTH OF ROCK

    公开(公告)号:US20220334035A1

    公开(公告)日:2022-10-20

    申请号:US17640915

    申请日:2020-01-21

    IPC分类号: G01N3/08 G01N29/07 G01N3/42

    摘要: A predicting system and method for the uniaxial compressive strength of rock include a point loading strength test module, a longitudinal wave velocity test module, a rock rebound value test module and a strength prediction module, wherein the longitudinal wave velocity test module performs longitudinal wave velocity tests on the rock, and transfers the longitudinal wave velocity of the rock to the strength prediction module; the rock rebound test module performs rebound test on the rock, and transfers the rebound value of the rock to the strength prediction module; the point loading strength test module performs image acquisition on a fracture surface of the rock after being loaded and fractured by the point loading test, and calculates the area of the fracture surface; and the strength prediction module outputs a uniaxial compressive strength prediction result of the rock according to the received information and a preset prediction model.

    RED MUD-BASED SEWAGE TREATMENT AGENT AND PREPARATION METHOD THEREOF, RED MUD-BASED CERAMSITE CONCRETE AND PREPARATION METHOD THEREOF, AND APPLICATIONS

    公开(公告)号:US20220143571A1

    公开(公告)日:2022-05-12

    申请号:US17283591

    申请日:2020-04-03

    摘要: A red mud-based sewage treatment agent and a preparation method thereof, a red mud-based ceramsite concrete and a preparation method thereof, and applications, the agent including the following components: 80-90% of a solid waste complex after acidification treatment, 2-15% of an alkali activator, 0-1.0% of a water reducer, 0.5-2.0% of an ultrafine additive, and 1.0-5.0% of a treatment agent. The solid waste complex includes: at least one of red mud powder, blast furnace slag powder, fly ash, coal gangue powder and iron tailings powder. First, the red mud is modified to prepare an intermediate product, namely the red mud-based sewage treatment agent, which is used for absorption of pollutants in sewage and then used as a raw material again to prepare a final product, namely the red mud-based ceramsite concrete. Progressive comprehensive utilization of the red mud is realized, and adsorbed pollution factors can be sealed in the final product.

    METHOD AND SYSTEM FOR EXPLORING HIDDEN KARST PIPELINES

    公开(公告)号:US20230333276A1

    公开(公告)日:2023-10-19

    申请号:US18007567

    申请日:2021-06-29

    IPC分类号: G01V3/17 G01V3/38

    CPC分类号: G01V3/17 G01V3/38

    摘要: A method and system for exploring hidden karst pipelines, mainly comprising: determining an upstream and a downstream of an underground karst pipeline; laying a grounding electrode at the upstream and the downstream respectively; establishing an electromagnetic emission system through underground karst water channels in the underground karst pipeline in a survey area, a transmitter and a generator; arranging a receiving system through an air mobile equipment towing a receiver as a receiving end; turning on the electromagnetic emission system; a generator supplying power to emission circuit; controlling the air mobile equipment to move along routes to collect signal continuously above the survey area, to complete an area-based measurement, and obtain observed data in the whole survey area; processing the observed data; delineating a concrete distribution of the underground karst water channels from the to the, such as a net-shaped path diagram or a tree-shaped path diagram

    DISCRETE ELEMENT METHOD (DEM) CONTACT MODEL BUILDING METHOD FOR REFLECTING WEAKENING OF SEEPAGE ON ROCK AND SOIL MASS STRENGTH

    公开(公告)号:US20220318462A1

    公开(公告)日:2022-10-06

    申请号:US17299100

    申请日:2020-10-23

    IPC分类号: G06F30/25

    摘要: A discrete element method contact model building method includes: selecting a filling body in a disaster-causing structure to obtain a change rule of cumulative loss of the filling body ; performing test simulation, and determining a relation function of each group of corresponding mesoscopic mechanical parameters in each time period and mesoscopic parameters of a DEM contact model representing a change rule of macroscopical parameters of the filling body; embedding each mesoscopic parameter relation function into an existing particle contact model, performing test simulation, and updating a fracture failure criterion of the contact model according to a corresponding relation of macro-mesoscopic strength during model failure; and based on a seepage failure indoor test, building a seepage failure discrete element calculation model, and simulating the seepage failure process of a rock and soil mass by using the obtained particle contact model and the fracture criterion of the particle contact model.

    THREE-DIMENSIONAL ELECTRICAL RESISTIVITY TOMOGRAPHY METHOD AND SYSTEM

    公开(公告)号:US20220308251A1

    公开(公告)日:2022-09-29

    申请号:US17431051

    申请日:2020-11-17

    IPC分类号: G01V3/38 G01N27/04

    摘要: A three-dimensional electrical resistivity tomography method and system belonging to the field of geological geophysical prospecting, the method including the steps of prospecting a region containing a geological anomaly with at least two prospecting modes respectively to acquire two-dimensional resistivity data of a corresponding detection plane; unifying coordinate systems of resistivity data points acquired in all prospecting modes, and extracting data points with the same coordinates; carrying out data fusion on extracted resistivity data at the same position by utilizing a principal component analysis method; and carrying out three-dimensional coordinate conversion on resistivity data acquired after fusion to form a three-dimensional model.

    TBM-MOUNTED VIRTUAL RECONSTRUCTION SYSTEM AND METHOD FOR SURROUNDING ROCK STRUCTURE OF TUNNEL

    公开(公告)号:US20210366186A1

    公开(公告)日:2021-11-25

    申请号:US17254590

    申请日:2020-01-21

    IPC分类号: G06T17/05 G06T7/00

    摘要: A TBM-mounted virtual reconstruction system and method for a tunnel surrounding rock structure, the method including: obtaining image information of surrounding rock; receiving the image information of the surrounding rock; transforming and splicing pictures taken at different angles, to form a complete image reflecting the surrounding rock; recognizing and describing a surrounding rock feature of the complete image, and transmitting the annotated image to a virtual reconstruction module; displaying the complete image with a description of the surrounding rock feature by using a virtual reality device, to reflect surrounding rock situations at different angles/different positions. This has the advantages of high equipment automation, not prolonging the construction time, not requiring the sketcher to enter the tunnel, precise surrounding rock feature parameters, and supporting remote control.

    FULL-AUTOMATIC ROCK SPECIMEN IMAGE ACQUISITION DEVICE AND METHOD

    公开(公告)号:US20210255114A1

    公开(公告)日:2021-08-19

    申请号:US16958017

    申请日:2019-04-26

    IPC分类号: G01N21/89 G01N21/01 G01N33/24

    摘要: A full-automatic rock specimen image acquisition device and method, the device includes a central controller and a lighting system, a rock mass attitude control system, a dust system and an image acquisition system connected to the central controller respectively; the lighting system includes a lighting chamber and light sources with adjustable light intensities, and the light sources with adjustable light intensities are uniformly arranged in the lighting chamber; the rock mass attitude control system includes a rotating stage disposed in the lighting chamber for carrying the rock, a rock holder disposed on the stage, and a rotating gripper disposed above the stage for turning over the rock; and the dust system is connected to the lighting chamber, and can diffuse the dust into the lighting chamber through an air compressor and control the dust concentration in the lighting chamber through an electrostatic precipitator.