An Instability Line for Spalling Around Circular Openings and the Limiting Effects of Scale-Reference-Cited by-同舟云学术

An Instability Line for Spalling Around Circular Openings and the Limiting Effects of Scale

Published:2022-06-27 Issue:9 Volume:55 Page:5759-5772
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Boon Chia Weng^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s00603-022-02943-3.pdf

Reference52 articles.

1. Barton N (2013) Shear strength criteria for rock, rock joints, rockfill and rock masses: problems and some solutions. J Rock Mech Geotech Eng 5(4):249–261

2. Barton N, Pandey S (2011) Numerical modelling of two stoping methods in two Indian mines using degradation of c and mobilization of ϕ based on Q parameters. Int J Rock Mech Min Sci 48(7):1095–1112

3. Barton N, Shen B (2018) Extension strain and rock strength limits for deep tunnels, cliffs, mountain walls and the highest mountains. Rock Mech Rock Eng 51:3945–3962

4. Bažant Z, Lin FB, Lippmann H (1993) Fracture energy release and size effect in borehole breakout. Int J Numer Anal Methods Geomech 17:1–14

5. Boon CW (2019) Study of reinforcement support mechanisms for wide-span horse-shoe-shaped openings in horizontally layered jointed rock using the distinct element method. Rock Mech Rock Eng 52:1179–1191

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