Development of a mechanical rock breakage experimental platform

作者：Gong, Qiuming^*; Du, Xiuli; Li, Zhen; Wang, Qixin

来源：Tunnelling and Underground Space Technology, 2016, 57: 129-136.

DOI：10.1016/j.tust.2016.02.019

• Mechanical rock breakage experimental
• platform
• Linear cutting test
• Rotary cutting test
• High in situ stress
• Rock mass structure

With social and economic development and improvement of science and technology, tunnel boring machines, raise boring machines, reaming machines and road headers have been unprecedentedly applied to underground engineering construction. Mechanical rock breakage experiments became an indispensable mean for mechanical excavation of underground engineering. It can also guide the design and operation of excavation machines. This paper introduces the new mechanical rock breakage experimental platform developed by Beijing University of Technology. The design and manufacture of this platform considered the influence of high in situ stress, cutter head rotation and rock breakage by multi-cutters at the same time on the rock breakage process. Different tools, such as rolling cutters, scraper, ripper, and pick, for different excavation machines can be tested in the platform. It can also take into account the different rock mass structure in the sample box. Different construction conditions with different cutting tools can be realistically modeled. The experimental platform consists of a mechanical system, a hydraulic system, an automatic control system and a data acquisition system. After installation of the designed experimental platform, several tests with different construction conditions were conducted. The experimental results showed that the platform reached its design requirements.

• 出版日期2016-8
• 单位北京工业大学