Prediction of Disc Cutter Wear Considering the Argillization Effect-Reference-Cited by-同舟云学术

Prediction of Disc Cutter Wear Considering the Argillization Effect

Published:2023-06 Issue:6 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Bolong¹,Yang Haiqing²,Wang Guilin³,Gao Huicai⁴^ORCID,Ren Jianxi⁵

Affiliation:

1. Lecturer, School of Civil Engineering, Shaoxing Univ., Shaoxing 312000, China; College of Civil and Architectural Engineering, Xi’an Univ. of Science and Technology, Xi’an 710054, China.

2. Professor, State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing Univ., Chongqing 400045, China; National Joint Engineering Research Center of Geohazards Prevention in the Reservoir Areas, Chongqing 400045, China (corresponding author).

3. Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China; National Joint Engineering Research Center of Geohazards Prevention in the Reservoir Areas, Chongqing 400045, China.

4. Professor, School of Civil Engineering, Shaoxing Univ., Shaoxing 312000, China; Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, Shaoxing 312000, China. ORCID: .

5. Professor, College of Civil and Architectural Engineering, Xi’an Univ. of Science and Technology, Xi’an 710054, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8041

Reference39 articles.

1. ASTM. 2010. Standard test method for laboratory determination of abrasiveness of rock using the CERCHAR method. ASTM D7625-10. West Conshohocken, PA: ASTM.

2. Bieniawski, Z. T., C. B. Celada, M. Galera, and I. G. Tardaguila. 2009. Prediction of cutter wear using RME. Budapest, Hungary: ITA-AITES World Tunnel Congress.

3. Failure mechanism and treatment measures of supporting structures at the portal for a shallow buried and asymmetrically loaded tunnel with small clear-distance

4. Reinforcing Distressed Lining Structure of Highway Tunnel with Bonded Steel Plates: Case Study

5. Classifications of properties influencing the drillability of rocks, based on the NTNU/SINTEF test method

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