Evaluation of Granular Soil Abrasivity for Wear on Cutting Tools in Excavation and Tunneling Equipment-Reference-Cited by-同舟云学术

Evaluation of Granular Soil Abrasivity for Wear on Cutting Tools in Excavation and Tunneling Equipment

Published:2013-10 Issue:10 Volume:139 Page:1718-1726
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gharahbagh Ehsan Alavi¹,Qiu Tong²,Rostami Jamal³

Affiliation:

1. Research Assistant Professor, Center for Underground Construction and Tunneling, Colorado School of Mines, Golden, CO 80401; formerly, Ph.D. Candidate, Dept. of Energy and Mineral Engineering, Pennsylvania State Univ., University Park, PA 16802.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802 (corresponding author).

3. Associate Professor, Dept. of Energy and Mineral Engineering, Pennsylvania State Univ., University Park, PA 16802.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000897

Reference27 articles.

1. New soil abrasion testing method for soft ground tunneling applications

2. ASTM. (2007). “Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)).” D698-07 West Conshohocken PA.

3. ASTM. (2009). “Standard test methods for laboratory compaction characteristics of soil using modified effort (56 000 ft-lbf/ft3 (2 700 kN-m/m3)).” D1557-09 West Conshohocken PA.

4. Particle-scale surface interactions of non-dilative interface systems

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