Dynamic load shearing test device and method based on hopkinson bar system

    公开(公告)号:US11821874B1

    公开(公告)日:2023-11-21

    申请号:US18308753

    申请日:2023-04-28

    IPC分类号: G01N3/04 G01N3/24

    摘要: A dynamic load shearing test device and method based on a hopkinson bar system are provided in this disclosure, which relates to the technical field of rock detection tests. The device according to the disclosure includes a bearing frame, a carriage, a sample holding unit, a pressure environment generating unit, a sample switching unit, an incident bar and a transmission bar, and the test method includes following steps: test device assembly, device leveling, pre-test preparation, test conducting, sample angle switching and test device resetting. The disclosure has advantages that the cylindrical sample can be quickly fixed, a required temperature environment can be well maintained, the cylindrical sample can be better fixed in a high-pressure environment, rotation of the cylindrical sample is not hindered in a low-pressure environment, switching of test positions is facilitated, and test efficiency can be accelerated.

    Three-dimensional dynamic and static load test system for simulating deep roadway excavation and method thereof

    公开(公告)号:US11860135B2

    公开(公告)日:2024-01-02

    申请号:US18317198

    申请日:2023-05-15

    IPC分类号: G01N3/34 G01N3/12

    CPC分类号: G01N3/34 G01N3/12

    摘要: A three-dimensional dynamic and static load test system for simulating deep roadway excavation and a method thereof are provided, which relates to the technical field of indoor simulation testing in underground engineering. The system includes a mobile platform, a box body, a support frame, a roadway excavation device, and a data monitoring unit. The system and method of the disclosure can reproduce the whole process of roadway excavation, simulate the multi-directional loading of deep roadway, and restore the real stress state of deep roadway under the influence of dynamic and static load superimposed disturbance. The problem of insufficient research under the condition of unidirectional static loading and lack of multi-directional dynamic and static loading in current large-scale experimental devices has been solved, and the stress and deformation of the surrounding rock of the roadway are reflected in real-time through the data monitoring unit.