Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/8751
Title: Colorado school of mines approaches for predicting TBM performance
Authors: Yagiz, S.
Rostami, J.
Ozdemir, L.
Keywords: CSM model
Rock properties
TBM performance
Boring machines (machine tools)
Compressive strength
Construction equipment
Database systems
Earth boring machines
Forecasting
Fracture mechanics
Rock mechanics
Tensile strength
Brazilian tensile strengths
Colorado School of Mines
Model approach
Tunnel boring machine(TBM)
Tunneling project
Uniaxial compressive strength
Rocks
Publisher: International Society for Rock Mechanics
Abstract: Since early 1980’s, research have been conducted on the prediction of tunnel boring machines (TBM) performance at the Earth Mechanics Institute (EMI) of Colorado School of Mines (CSM). The model for predicting the TBM performance are developed and named as the CSM model. The CSM model approaches are based on the TBM specification (i.e., thrust, torque and power) and rock properties including the uniaxial compressive strength, Brazilian tensile strength, and the brittleness of intact rock together with orientation and frequency of discontinuities in rock mass encountered. The model is semi theoretical but, it has also an empirical database. As the theoretical part of the model is improved in the institute, the utilized empirical database, updated continuously, is obtained from tunneling projects completed at the Earth Mechanics Institute of CSM since last couple of decades. In this study, the CSM model approaches for estimating the TBM performance in massive and fractured hard rock conditions are enlightened and discussed based on updated database. © BeFo and ISRM, 2012.
URI: https://hdl.handle.net/11499/8751
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection

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