A new internal friction angle–based approach for estimating Hoek–Brown constant mi and its comparison with those estimated from some current methods

Author:

Karakul HasanORCID,Ulusay Resat

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference82 articles.

1. Aladejare A, Wang Y (2019) Probabilistic characterization of Hoek-Brown constant mi of rock using Hoek’s guideline chart, regression model and uniaxial compression test. Geotech Geol Eng 37:5045–5060

2. Arshadnejad S, Nick N (2016) Empirical models to evaluate of ‘‘mi’’ as an intact rock constant in the Hoek–Brown rock failure criterion. In: 19th Southeast Asian Geotechnical Conference & 2nd AGSSEA Conference (19SEAGC & 2AGSSEA) Kuala Lumpur, 31 May–3 June 2016, pp 943–948

3. Arzua J, Alejano LR (2003) Dilation in granite during servo-controlled triaxial strength tests. Int J Rock Mech Min Sci 61:43–56

4. Arzua J, Alejano LR, Walton G (2014) Strength and dilation of jointed granite specimens in servo-controlled triaxial tests. Int J Rock Mech Min Sci 69:93–104

5. ASTM (2000) Annual Book of ASTM Standards-Soil and Rock, Building Stones, Section-4, Construction, vol. 04.08. ASTM Publications, Philadelphia

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