公开(公告)号：US09091779B2

公开(公告)日：2015-07-28

申请号：US14235307

申请日：2013-01-17

Applicant: SHANDONG UNIVERSITY

Inventor： Shucai Li ,  Bin Liu ,  Zhengyu Liu ,  Lichao Nie ,  Jie Song ,  Huaifeng Sun ,  Chunjin Lin ,  Chuanwu Wang ,  Xinji Xu ,  Lei Xu ,  Tingyu Hao ,  Hao Zhou

IPC: G01V3/00 ,  G01V3/18 ,  E21B47/01 ,  E21D1/00 ,  E21D9/00 ,  E21D9/10

CPC classification number: G01V3/18 ,  E21B47/01 ,  E21D1/00 ,  E21D9/003 ,  E21D9/1093

Abstract: Disclosed is an advanced detector system and method using a forward three-dimensional induced polarization method for a TBM (Tunnel Boring Machine) construction tunnel. A narrow detection space of a full-face excavated tunnel is fully used, a controller controls doors of a source and measuring electrode compartment and a shielding electrode compartment to open and controls a corresponding hydraulic delivery device to automatically and quickly arrange a source electrode system, a measuring electrode system and a shielding electrode system. Under the action of a shielding current system, tomography detection supply current is directed ahead of the working face. Three-dimensional geologic information can be obtained, and the relationship between an induced polarization half-decay time difference and a water quantity can be used to quantitatively forecast the water quantity of a water-bearing body, and meanwhile, the half-decay time difference parameter has a high capacity of distinguishing free water from bound water.

Abstract translation: 公开了一种使用TBM（隧道镗孔机）施工隧道的前向三维诱导极化方法的先进的检测器系统和方法。 充分利用全面挖掘隧道的狭窄检测空间，控制器控制源和测量电极室的门和屏蔽电极室，以打开和控制相应的液压输送装置，以自动且快速地布置源电极系统， 测量电极系统和屏蔽电极系统。 在屏蔽电流系统的作用下，断层扫描检测电源电流在工作面前方。 可以获得三维地质信息，并且可以使用诱导极化半衰期时间差与水量之间的关系来定量预测含水体的水量，同时，半衰期时间差 参数具有较高的区别自由水和结合水的能力。

公开(公告)号：US11977825B2

公开(公告)日：2024-05-07

申请号：US17299100

申请日：2020-10-23

Applicant: SHANDONG UNIVERSITY

Inventor： Shucai Li ,  Zongqing Zhou ,  Liping Li ,  Weimin Yang ,  Chunjin Lin ,  Shaoshuai Shi ,  Chenglu Gao ,  Chengshun Shang ,  Yang Geng ,  Songsong Bai

IPC: G06F30/25

CPC classification number: G06F30/25

Abstract: 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.

公开(公告)号：US10519771B2

公开(公告)日：2019-12-31

申请号：US15515475

申请日：2015-05-07

Applicant: SHANDONG UNIVERSITY

Inventor： Shucai Li ,  Bin Liu ,  Xinji Xu ,  Jie Song ,  Lichao Nie ,  Lei Yang ,  Chunjin Lin ,  Weimin Yang

IPC: E21D9/11 ,  G01V1/30 ,  E21C37/20 ,  E21D9/10 ,  G01V1/16 ,  E21D9/00 ,  G01V1/04

Abstract: A rock breaking seismic source and active source three-dimensional seismic combined detection system uses a tunnel boring machine for three-dimensional seismic combined detection by active seismic source and rock breaking seismic source methods. Long-distance advanced prediction and position recognition of a geological anomalous body are realized using the active source seismic method. Machine construction is adjusted and optimized according to the detection result; real-time short-distance accurate prediction of the body is realized using the cutter head rock breaking vibration having weak energy but containing a high proportion of transverse wave components as seismic sources and adopting an unconventional rock breaking seismic source seism recording and handling method. An area surrounding rock quality to be excavated is represented and assessed. A comprehensive judgment is made to the geological condition in front of the working face with the results of active source and rock breaking seismic source three-dimensional seismic advanced detection.

公开(公告)号：US10513924B2

公开(公告)日：2019-12-24

申请号：US16072086

申请日：2018-01-10

Applicant: SHANDONG UNIVERSITY

Inventor： Shucai Li ,  Zhenhao Xu ,  Xintong Wang ,  Xin Huang ,  Chunjin Lin ,  Dongdong Pan ,  Peng Lin

IPC: E02D11/00 ,  E21D11/00 ,  E21D11/15 ,  E21D11/38 ,  E21F17/18 ,  E21D11/40 ,  E21D11/18

Abstract: An intelligent and flexible steel arch protection device for rockfall and collapse of tunnels, including an arch main body system and a flexible protection system. The arch main body system includes an arched rigid high-strength steel frame and a base. The flexible protection system includes two parallel supporting rods which are oppositely arranged on the steel frame along the circular arc of the arch. Connecting rods are arranged between the two supporting rods at intervals, and the two ends of the connecting rods are fixed to the two supporting rods. The connecting rods are sleeved with guide rods and elastic devices are arranged between the guide rods and the supporting rods. A plurality of rolling shafts vertical to the axial direction of the two-way guide rods and connected with the two-way guide rods are arranged between the adjacent two-way guide rods, and the rolling shafts are sleeved with flexile rollers.

公开(公告)号：US12172929B2

公开(公告)日：2024-12-24

申请号：US17283333

申请日：2020-01-17

Applicant: SHANDONG UNIVERSITY

Inventor： Shucai Li ,  Zhaofeng Li ,  Jian Zhang ,  Chunjin Lin

IPC: C04B28/08 ,  B01D53/14 ,  B01D53/50 ,  B01D53/62 ,  C02F1/28 ,  C02F103/16 ,  C04B14/04 ,  C04B14/10 ,  C04B28/14 ,  C04B103/10 ,  C04B111/00

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.

公开(公告)号：US11630042B2

公开(公告)日：2023-04-18

申请号：US17642299

申请日：2020-07-13

Applicant: SHANDONG UNIVERSITY

Inventor： Bin Liu ,  Bo Zhang ,  Hongtao Zhu ,  Mengmeng Hu ,  Biao Li ,  Hanpeng Wang ,  Chunjin Lin

IPC: G01N3/56 ,  G01N3/58 ,  G01N33/24

Abstract: A horizontal jet-mechanical combined rock breaking test device and method. The device includes a horizontal base. One end of the horizontal base is provided with a multi-mode cutter head. A jet-mechanical combined cutter is provided on the multi-mode cutter head. The other end of the horizontal base is provided with a surrounding rock stress simulation bin for loading a rock sample. The multi-mode cutter head is connected to a driving mechanism, and the multi-mode cutter head is configured to advance and rotate horizontally along the horizontal base under the action of the driving mechanism, so that the jet-mechanical combined cutter is capable of acting on the rock sample.

公开(公告)号：US20140333308A1

公开(公告)日：2014-11-13

申请号：US14235307

申请日：2013-01-17

Applicant: SHANDONG UNIVERSITY

Inventor： Shucai Li ,  Bin Liu ,  Zhengyu Liu ,  Lichao Nie ,  Chao Song ,  Huaifeng Sun ,  Chunjin Lin ,  Chuanwu Wang ,  Xinji Xu ,  Lei Xu ,  Tingyu Hao ,  Hao Zhou

IPC: G01V3/20 ,  G01V3/38

CPC classification number: G01V3/18 ,  E21B47/01 ,  E21D1/00 ,  E21D9/003 ,  E21D9/1093

Abstract: Disclosed is an advanced detector system and method using a forward three-dimensional induced polarization method for a TBM (Tunnel Boring Machine) construction tunnel. A narrow detection space of a full-face excavated tunnel is fully used, a controller controls doors of a source and measuring electrode compartment and a shielding electrode compartment to open and controls a corresponding hydraulic delivery device to automatically and quickly arrange a source electrode system, a measuring electrode system and a shielding electrode system. Under the action of a shielding current system, tomography detection supply current is directed ahead of the working face. Three-dimensional geologic information can be obtained, and the relationship between an induced polarization half-decay time difference and a water quantity can be used to quantitatively forecast the water quantity of a water-bearing body, and meanwhile, the half-decay time difference parameter has a high capacity of distinguishing free water from bound water.

Abstract translation: 公开了一种使用TBM（隧道镗孔机）施工隧道的前向三维诱导极化方法的先进的检测器系统和方法。 充分利用全面挖掘隧道的狭窄检测空间，控制器控制源和测量电极室的门和屏蔽电极室，以打开和控制相应的液压输送装置，以自动且快速地布置源电极系统， 测量电极系统和屏蔽电极系统。 在屏蔽电流系统的作用下，断层扫描检测电源电流在工作面前方。 可以获得三维地质信息，并且可以使用诱导极化半衰期时间差与水量之间的关系来定量预测含水体的水量，同时，半衰期时间差 参数具有较高的区别自由水和结合水的能力。