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Author:

Gong, Qiuming (Gong, Qiuming.) (Scholars:龚秋明) | Du, Xiuli (Du, Xiuli.) (Scholars:杜修力) | Li, Zhen (Li, Zhen.) | Wang, Qixin (Wang, Qixin.)

Indexed by:

CPCI-S Scopus SCIE

Abstract:

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. (C) 2016 Elsevier Ltd. All rights reserved.

Keyword:

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

Author Community:

  • [ 1 ] [Gong, Qiuming]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China
  • [ 2 ] [Du, Xiuli]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China
  • [ 3 ] [Li, Zhen]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China
  • [ 4 ] [Wang, Qixin]Xinou Machinery CO LTD, Guangzhou, Guangdong, Peoples R China

Reprint Author's Address:

  • 龚秋明

    [Gong, Qiuming]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China

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Source :

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

ISSN: 0886-7798

Year: 2016

Volume: 57

Page: 129-136

6 . 9 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:166

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count: 46

SCOPUS Cited Count: 49

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 11

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