Introduction of an empirical TBM cutter wear prediction model for pyroclastic and mafic igneous rocks; a case history of Karaj water conveyance tunnel, Iran-Reference-Cited by-同舟云学术

Introduction of an empirical TBM cutter wear prediction model for pyroclastic and mafic igneous rocks; a case history of Karaj water conveyance tunnel, Iran

Published:2014-07 Issue: Volume:43 Page:222-231
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Hassanpour J.,Rostami J.,Tarigh Azali S.,Zhao J.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference19 articles.

1. AFNOR, 1990. Granulats: Essai d’abrasivité et de broyabilité. NF P18–579, AFNOR Association française de normalization, Paris, France.

2. ASTM, 2010. Standard test method for laboratory determination of abrasiveness of rock using the CERCHAR Method, D7625–10, ASTM International.

3. Prediction of Cutter Wear using RME;Bieniawski,2009

4. Hard Rock Tunnel Boring;Bruland,1998

5. The Cerchar Abrasiveness Index;Cerchar,1986

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