The effect of fracture patterns on penetration rate of TBM in fractured rock mass using probabilistic numerical approach

Author:

Eftekhari M.,Baghbanan A.,Bagherpour R.

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference40 articles.

1. Baghbanan A (2008) Scale and stress effects on hydro-mechanical properties of fractured rock masses. PhD thesis, Engineering Geology and Geophysics Research Group Royal Institute of Technology (KTH), Stockholm, Sweden

2. Baghbanan A, Joolaei A (2010) Generating 2D and 3D discrete fracture network. In: Proceeding of 14th conference of Geological Society of Iran, Ormieh University, Iran.

3. Bagheri M (2009) Model uncertainty of design tools to analyze block stability. PhD thesis, Engineering Geology and Geophysics Research Group Royal Institute of Technology (KTH), Stockholm, Sweden

4. Bamford W Rock test indices are being successfully correlated with tunnel boring machine performance. In: Fifth Australian Tunnelling Conference: State of the Art in Underground Development and Construction; Preprints of Papers, 1984. Institution of Engineers, Australia, p 218

5. Barton N (2000) TBM tunnelling in jointed and faulted rock. Taylor & Francis, New York

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