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21.发明申请公开(公告)号：US20190285525A1
公开(公告)日：2019-09-19
申请号：US16314607
申请日：2017-09-13
Applicant: SHANDONG UNIVERSITY
Inventor： Shucai LI , Liping LI , Shaoshuai SHI , Zongqing ZHOU , Hongliang LIU , Jie HU , Shangqu SUN , Jing WANG , Wenfeng TU , Zhijie WEN
Abstract: A test device and a test method of fractured rock mass collapse and blockfall and fracture water inrush includes a fractured rock mass preparation device, a water source loading device, a surrounding rock pressurization device and a slide rail, wherein the fractured rock mass preparation device is fixed at one end of the slide rail, and the water source loading device is fixed on the other side of the slide rail. An opening is formed in the rock mass water storage structure, and the size of the opening is adapted to the size of the fractured rock mass; the surrounding rock pressurization device includes one bracket and a pressurization structure arranged below the bracket, and a space for accommodating the fractured rock mass is reserved below the pressurization structure; and the bottom support and the bracket are both movably installed on the slide rail.
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公开(公告)号：US20180291736A1
公开(公告)日：2018-10-11
申请号：US15767157
申请日：2016-12-22
Inventor： Shucai LI , Qi WANG , Bei JIANG , Yingcheng LUAN , Qian QIN , Huibin SUN , Hengchang YU , Zhaonan ZENG
CPC classification number: E21D11/183 , E21D11/10 , E21D11/24 , E21D21/006 , E21D21/02
Abstract: A high-strength confined concrete support system for an underground tunnel. The support system includes multiple confined concrete arches, bolts and cables, and a prestressed steel strand backfilling system. The confined concrete arches all support the surrounding rock of the tunnel and are sequentially arranged along the tunnel. Every two adjacent confined concrete arches are connected by a longitudinal connection structure. The support system is provided with a plurality of layers of steel bar meshes on the surrounding rock side and the tunnel side, and shotcrete layers are sprayed on the support system and the steel bar meshes. The prestressed steel strand backfilling system comprises a prestressed steel strand system and a filling material. The filling material fills the space between each confined concrete arch and the surrounding rock to equalize a load on the confined concrete arch and generate prestress.
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公开(公告)号：US20230167739A1
公开(公告)日：2023-06-01
申请号：US17779918
申请日：2021-06-18
Applicant: SHANDONG UNIVERSITY
Inventor： Shucai LI , Daohong QIU , Yiguo XUE , Chunjin LIN , Yusong FU , Maoxin SU , Zhiqiang LI , Kang FU , Huimin GONG , Jianxiang FENG , Yang LIU
Abstract: A method and system for real-time prediction of jamming in TBM tunneling. The method includes: (1) obtaining actually measured TSP physical property parameters by applying a TSP method; (2) analyzing value ranges and change trends of the TSP physical property parameters obtained in real time; (3) establishing a TSP physical property parameter sample database of a TBM tunnel; (4) establishing a mapping relationship between TSP physical property parameters and occurrence or not of jamming; (5) establishing a mapping relationship between time sequence values of tunneling parameters and occurrence or not of jamming; and (6) forecasting a TBM jamming risk in real time, and storing reliable data into the TSP physical property parameter sample database. The method and system can effectively obtain a state of surrounding rocks in time, thereby providing real-time forecasting of TBM tunneling jamming, avoiding occurrence of accidents to some extent, and improving the TBM tunneling efficiency.
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24.发明申请公开(公告)号：US20230003917A1
公开(公告)日：2023-01-05
申请号：US17779816
申请日：2021-06-16
Applicant: SHANDONG UNIVERSITY
Inventor： Shucai LI , Yiguo XUE , Maoxin SU , Chunjin LIN , Li GUAN , Daohong QIU , Zhiqiang LI , Yimin LIU , Peng WANG , Huimin GONG
IPC: G01V8/02
Abstract: A three-dimensional imaging method and system for surface comprehensive geophysical prospecting, the method includes: acquiring detection data of a plurality of two-dimensional profiles of a surface detection site; forming two-dimensional profile resistivity data by geophysical inversion of the detection data; performing three-dimensional coordinate conversion on the two-dimensional profile resistivity data to obtain resistivity data of a three-dimensional coordinate system; and converting the resistivity data of the three-dimensional coordinate system into a three-dimensional model by using a Kriging interpolation method.
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公开(公告)号：US20220413177A1
公开(公告)日：2022-12-29
申请号：US17618410
申请日：2020-07-13
Applicant: SHANDONG UNIVERSITY
Inventor： Shucai LI , Huaifeng SUN , Nuoya ZHANG , Yang YANG , Shangbin LIU , Wenhan LI , Rui LIU
IPC: G01V3/02
Abstract: A novel tracing apparatus includes an electromagnetic transmitting system, a multi-frequency transmitting antenna, electrodes, and a receiver. The electromagnetic transmitting system is at an upstream point and includes a generator and a transmitter having a capacitor; the transmitting antenna penetrates into a detected aquifer through karst collapse or a drill hole; the electrodes and the receiver are at a downstream point, and include two pairs of electrodes orthogonally distributed and located in a cofferdam formed by downstream water; and the receivers collect electric signals in the electrodes. The apparatus is based on good electrical conductivity of water, and can use electromagnetic signals as a tracer for rapid observation. Compared with traditional tracers, electromagnetic signals propagate fast in water, are stable in property, and free of pollution. This apparatus can be applied to groundwater tracing detection, and problems with the traditional tracers having poor timeliness and being environmentally unfriendly are resolved.
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Patent Agency Ranking
26.发明申请公开(公告)号：US20220326403A1
公开(公告)日：2022-10-13
申请号：US17430545
申请日：2020-07-13
Applicant: SHANDONG UNIVERSITY
Inventor： Shucai LI , Bin LIU , Xinji XU , Lei CHEN , Jiansen WANG , Chao FU , Yuxiao REN
Abstract: A multi-wavefield seismic detection method and system based on construction noise of a shield machine. Multi-wavefield seismic information such as a body wave and a surface wave formed during propagation of a seismic wave generated by excitation in a stratum is obtained by using noise information caused by the construction of a shield machine as a seismic source, a stratum velocity model along a tunnel is constructed through joint inversion, and reflection wave information or the like is used for migration imaging, to eventually implement relatively accurate detection of a geological condition in front of a tunnel face of shield construction.
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公开(公告)号：US20220306536A1
公开(公告)日：2022-09-29
申请号：US17283333
申请日：2020-01-17
Applicant: SHANDONG UNIVERSITY
Inventor： Shucai LI , Zhaofeng LI , Jian ZHANG , Chunjin LIN
Abstract: A red mud utilization method based on co-processing of industrial exhaust gas, sewage treatment and an environment-friendly and high-performance civil functional material, belongs to the technical field of environmental science and cementitious material preparation, and relates to a preparation process of a solid waste-based cementitious material, specifically including the steps: preparing an environment-friendly and high-performance red mud-based civil functional material by using slag obtained after sewage treatment with red mud and other solid wastes in physical and chemical activation and high-temperature calcination methods. The compressive strength of a solid waste-based cementitious material prepared by using the method can reach 29 MPa, the leaching quantity (lower than 3.0 ppm) of toxic elements such as heavy metals is far lower than the national standard requirement, and a solid waste-based cementitious material with great performance can be prepared.
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公开(公告)号：US20220276383A1
公开(公告)日：2022-09-01
申请号：US17630336
申请日：2020-07-13
Applicant: SHANDONG UNIVERSITY
Inventor： Shucai LI , Liping LI , Shaoshuai SHI , Hongliang LIU , Zongqing ZHOU , Jing WANG , Chengshuai QIN , Jie HU , Hongyun FAN , Guangyu YANG
Abstract: A system and method for rock mass structure detection and dangerous rock detection including a rock mass structure automated detection device and a server. The rock mass structure automated detection device includes a three-dimensional laser scanning device and a two-dimensional image acquisition device for respectively acquiring three-dimensional laser point cloud data and a two-dimensional image of a tunnel construction region. The server communicates with the rock mass structure automated detection device and includes a block structure three-dimensional modeling module and a block structure geometric stability analysis module. By considering the influence of the same group of structural faces in a rock mass, the effect of a newly-generated structural face subjected to blasting disturbance, and the finite dimension of a structural face, blocks in shapes of polygonal pyramid and polygonal frustum can be constructed to comply with engineering practices, and the geometric stability of any polygonal pyramid can be rapidly analyzed.
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29.发明申请公开(公告)号：US20210396842A1
公开(公告)日：2021-12-23
申请号：US17289139
申请日：2020-09-30
Applicant: SHANDONG UNIVERSITY
Inventor： Shucai LI , Bin LIU , Zhengfang WANG , Peng JIANG , Fengkai ZHANG , Hanchi LIU
IPC: G01S7/41 , G01S13/88 , G01N29/06 , G01M3/38 , G05D1/02 , G01N23/203 , B25J5/00 , B25J15/00 , G06N3/08
Abstract: A multi-scale inspection and intelligent diagnosis system and method for tunnel structural defects includes: a traveling section; a supporting section, disposed on the traveling section, and including a rotatable telescopic platform, where two mechanical arms working in parallel are disposed on the rotatable telescopic platform; an inspection section, mounted on the supporting section, and configured to perform multi-scale inspection on surface defects and internal defects in different depth ranges of a same position of a tunnel structure, and transmit inspected defect information to a control section; and the control section, configured to: construct a deep neural network-based defect diagnosis model; construct a data set by using historical surface defect and internal defect information, and train the deep neural network-based defect diagnosis model; and receive multi-scale inspection information in real time, and automatically recognize types, positions, contours, and dielectric attributes of the internal and surface defects.
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公开(公告)号：US20210223085A1
公开(公告)日：2021-07-22
申请号：US17052821
申请日：2019-04-11
Applicant: SHANDONG UNIVERSITY
Inventor： Shucai LI , Liping LI , Jing WANG , Shaoshuai SHI , Zongqing ZHOU , Hongliang LIU , Xingzhi BA , Shangqu SUN , Zhongdong FANG , Zhenhua LIU
Abstract: A volume measurement system and method for a closed water-filled karst cave, including a water collecting device, concentration tester and control system. The control system is connected to the water collecting device by a connecting piece. The water collecting device is a container with a top closed and bottom open. The water collecting device top is a piston. The piston is connected to a propulsion rod, and propulsion rod is controlled by control system to extend or retract, so as to realize the forward or backward movement of the piston. An openable and closeable placement table is hinged to the water collecting device's inner wall. The placement table is connected to piston, the placement table moves upward when piston is raised, and placement table moves downward when piston is lowered. The placement table is configured to accommodate a chemical substance. The concentration tester is configured to detect the solution's concentration
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