Effect of Rock Joint on Boreability of TBM at Northern Section of Kerman Water Conveyance Tunnel

  • سال انتشار: 1400
  • محل انتشار: مجله بین المللی معدن و مهندسی زمین، دوره: 55، شماره: 2
  • کد COI اختصاصی: JR_IJMGE-55-2_006
  • زبان مقاله: انگلیسی
  • تعداد مشاهده: 207
دانلود فایل این مقاله

نویسندگان

Morteza Khosravi

Faculty of Mining, Petroleum and Geophysics Engineering, Shahrood University of Technology

Ahmad Ramezanzadeh

Faculty of Mining, Petroleum and Geophysics Engineering, Shahrood University of Technology

Zare Shokrollah

Faculty of Mining, Petroleum and Geophysics Engineering, Shahrood University of Technology

چکیده

Nowadays, Tunnel Boring Machines (TBM) are widely used around the world on account of their high rate of excavation, little impact on the surrounding rock and their high safety standards. The rock mass boreability is considered as one of the main parameters in evaluating the TBMs performance in jointed rock masses .Boreability is a parameter reflecting the interaction between the rock mass and cutting tools. This paper aims to render an account of the effect of Joints Geometrical Parameters on the boreability by use of a database prepared utilizing the data (TBM operation and geological parameters) collected from Kerman Water Conveyance Tunnel projects in Iran. For this purpose, the joint parameters (orientation, spacing, persistence) affecting the boreability have initially been investigated. Then, the total fracturing factors (Bruland) and Persistence classification were used to investigate the effects of all three parameters on the borability. The results showed that the boreability is also increased by increasing the joint persistency. Besides, the effect of fracturing factor ( ) on boreability increases by increasing the joint persistency. In this paper, a new parameter called "Rock Joint Index"(RJI) is also presented according to the analysis performed on the database. The boreability value estimated based on the RJI shows a good agreement with the actual penetration rates.

کلیدواژه ها

Joint Geometrical Parameters, Jointed rock mass, Penetration Rate, Rock Mass Boreability, Tunnel Boring Machines (TBM)

اطلاعات بیشتر در مورد COI

COI مخفف عبارت CIVILICA Object Identifier به معنی شناسه سیویلیکا برای اسناد است. COI کدی است که مطابق محل انتشار، به مقالات کنفرانسها و ژورنالهای داخل کشور به هنگام نمایه سازی بر روی پایگاه استنادی سیویلیکا اختصاص می یابد.

کد COI به مفهوم کد ملی اسناد نمایه شده در سیویلیکا است و کدی یکتا و ثابت است و به همین دلیل همواره قابلیت استناد و پیگیری دارد.