A Numerical Investigation of the Effect of Disc Cutter Wear on Rock-Cutting Forces in Mechanized Tunnel Boring Machines-Reference-Cited by-同舟云学术

A Numerical Investigation of the Effect of Disc Cutter Wear on Rock-Cutting Forces in Mechanized Tunnel Boring Machines

Author:

Sabri Mansour¹,Goshtasbi Kamran²,Nejati Hamid Reza³,Taheri Ehsan⁴

Affiliation:

1. Ph.D. Candidate, Faculty of Engineering, Tarbiat Modares Univ., Tehran 141171316, Iran.

2. Professor, Faculty of Engineering, Tarbiat Modares Univ., Tehran 141171316, Iran (corresponding author).

3. Associate Professor, Faculty of Engineering, Tarbiat Modares Univ., Tehran 141171316, Iran.

4. Assistant Professor, Faculty of Engineering, Tarbiat Modares Univ., Tehran 141171316, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

Reference38 articles.

1. Ai, H. 2006. Shock-induced damage in rocks: Application to impact cratering. Pasadena, CA: California Institute of Technology.

2. Blindheim, O. T. 1979. Boreability predictions for tunneling. Trondheim, Norway: The Norwegian Institute of Technology.

3. Bruland, A. 1999. Hard rock tunnel boring advance rate and cutter wear. Trondheim, Norway: The Norwegian Institute of Technology.

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