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AssigneesFujian University of Technology, Shandong University of Science and Technology, Fuzhou University
InventorsGang Wang, Pengju Wang, Peng He, Xuezhen Wu, Kerui Fan, Changsheng Wang, Zhijia You, Ning Yang, Mingrui Chen, Liang Zhang, Fan Lv
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Disclosed are an underground engineering rock mass shear simulation test device, a test method and a test machine. The test method includes: setting different test conditions by a controller to perform cyclic shear test at high temperature, fracture shear seepage test, granite uniaxial compression test at high temperature and granite fracture shear test under constant normal stiffness boundary conditions at room temperature. The electric heating wire assembly, the fan assembly and the environmental box are combined to flexibly and uniformly heat the samples placed in the upper shear box and the lower shear box. In terms of shear-seepage test, this scheme proposes a second sample placing mechanism that realizes sealing through sealing capsule and sealing capsule pressing plate. It realizes stable sealing and facilitates monitoring and debugging of seepage parameters.
An underground engineering rock mass shear simulation test device, comprising:
A testing machine, wherein the testing machine implements the underground engineering rock mass shear simulation test method for performing cyclic shear test at high temperature, fracture shear seepage test, granite uniaxial compression test at high temperature and/or granite fracture shear test;
Dependencies are inferred from the claim text.