公开(公告)号：US20190383714A1

公开(公告)日：2019-12-19

申请号：US16314460

申请日：2017-09-28

Applicant: SHANDONG UNIVERSITY

Inventor： Shucai LI ,  Weimin YANG ,  Zongqing ZHOU ,  Liping LI ,  Shaoshuai SHI ,  Meixia WANG ,  Shuai CHENG ,  Xuguang CHEN ,  Chenglu GAO ,  Cong LIU

IPC: G01N3/02 ,  G01N3/12

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.

公开(公告)号：US20220318462A1

公开(公告)日：2022-10-06

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

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.