Patents by Inventor Meixia WANG

Meixia WANG has filed for patents to protect the following inventions. This listing includes patent applications that are pending as well as patents that have already been granted by the United States Patent and Trademark Office (USPTO).

  • Patent number: 11579055
    Abstract: Fully automatic true triaxial tunnel and underground project model test system, including a triaxial loading device for loading model test piece, automatic data collection and analysis device, power system and control system; triaxial loading device includes test bench, vertical loading system, horizontal front and back, and left and right loading systems, and the vertical, horizontal front and back, and left and right loading systems apply three-way pressure to model test body; test bench functions for supporting, fixing, and providing counter-force; automatic data collection and analysis device includes micro optical fiber sensor embedded in model test piece, optical fiber monitoring system, micro pressure box and strain brick, and can collect multi-field information.
    Type: Grant
    Filed: September 28, 2017
    Date of Patent: February 14, 2023
    Assignee: SHANDONG UNIVERSITY
    Inventors: Shucai Li, Weimin Yang, Zongqing Zhou, Liping Li, Shaoshuai Shi, Meixia Wang, Shuai Cheng, Xuguang Chen, Chenglu Gao, Cong Liu
  • Publication number: 20220284152
    Abstract: A peridynamics method and system for tunnel rock mass failure water inrush catastrophe simulation. A calculation model is discretized into material points, and a virtual boundary layers is set on an outer side of a boundary of the calculation model as an object to which boundary conditions are applied; a size of a horizon of the material points is selected to form a neighborhood matrix; a crustal stress is made equivalent to a stress boundary condition of the calculation model, a karst cave water pressure is made equivalent to a normal pressure, and a displacement constraint and tunnel support are converted into a displacement boundary condition; a speed and a displacement of the material point are solved, and local damage situations are recorded; and a tunnel construction process is simulated by material point dormancy after initial balance calculation is stable.
    Type: Application
    Filed: October 22, 2020
    Publication date: September 8, 2022
    Applicant: SHANDONG UNIVERSITY
    Inventors: Shucai LI, Liping LI, Zongqing ZHOU, Chenglu GAO, Shaoshuai SHI, Shuai CHENG, Zhuohui LI, Daosheng ZHANG, Wenfeng TU, Meixia WANG
  • Patent number: 10690791
    Abstract: A method, system and non-transitory computer-readable medium for forming a seismic image of a geological structure are provided. After obtaining seismic wave data including a plurality of seismic wave traces at a first region of the geological structure, a predicted time dispersion error of an actual time dispersion error that results from a use of a finite difference approximation in calculating predicted seismic wave data at a second region of the geological structure as if a seismic wave propagates from the first region to the second region of the geological structure, is calculated. A corrected predicted seismic wave data at the second region of the geological structure is calculated by applying the finite difference approximation to the seismic wave data at the first region of the geological structure compensated with the predicted time dispersion error.
    Type: Grant
    Filed: April 28, 2015
    Date of Patent: June 23, 2020
    Assignees: STATOIL GULF SERVICES LLC, STATOIL (BEIJING) BUSINESS CONSULTING SERVICE CO., LTD.
    Inventors: Meixia Wang, Sheng Xu
  • Publication number: 20190383714
    Abstract: Fully automatic true triaxial tunnel and underground project model test system, including a triaxial loading device for loading model test piece, automatic data collection and analysis device, power system and control system; triaxial loading device includes test bench, vertical loading system, horizontal front and back, and left and right loading systems, and the vertical, horizontal front and back, and left and right loading systems apply three-way pressure to model test body; test bench functions for supporting, fixing, and providing counter-force; automatic data collection and analysis device includes micro optical fiber sensor embedded in model test piece, optical fiber monitoring system, micro pressure box and strain brick, and can collect multi-field information.
    Type: Application
    Filed: September 28, 2017
    Publication date: December 19, 2019
    Applicant: SHANDONG UNIVERSITY
    Inventors: Shucai LI, Weimin YANG, Zongqing ZHOU, Liping LI, Shaoshuai SHI, Meixia WANG, Shuai CHENG, Xuguang CHEN, Chenglu GAO, Cong LIU
  • Publication number: 20180011210
    Abstract: A method, system and non-transitory computer-readable medium for forming a seismic image of a geological structure are provided. After obtaining seismic wave data including a plurality of seismic wave traces at a first region of the geological structure, a predicted time dispersion error of an actual time dispersion error that results from a use of a finite difference approximation in calculating predicted seismic wave data at a second region of the geological structure as if a seismic wave propagates from the first region to the second region of the geological structure, is calculated. A corrected predicted seismic wave data at the second region of the geological structure is calculated by applying the finite difference approximation to the seismic wave data at the first region of the geological structure compensated with the predicted time dispersion error.
    Type: Application
    Filed: April 28, 2015
    Publication date: January 11, 2018
    Applicants: Statoil Gulf Services LLC, Statoil (Beijing) Business Consulting Service Co., Ltd.
    Inventors: Meixia WANG, Sheng XU
  • Patent number: D972161
    Type: Grant
    Filed: July 7, 2022
    Date of Patent: December 6, 2022
    Inventor: Meixia Wang