A hybrid predictive model of unstable rock blocks around a tunnel based on estimated volumetric fracture intensity and circular variance from borehole data sets-Reference-Cited by-同舟云学术

A hybrid predictive model of unstable rock blocks around a tunnel based on estimated volumetric fracture intensity and circular variance from borehole data sets

Published:2021-05 Issue: Volume:111 Page:103865
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Hekmatnejad Amin,Crespin Benoit,Vallejos Javier A.,Opazo Alvaro,Adoko Amoussou C.

Funder

Fondo de Fomento al Desarrollo Cientifico y Tecnologico

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference62 articles.

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2. Baecher, G.B., Lanney, N.A., 1978. Trace length biases in joint surveys. In: Proceedings of the 19th U.S. symposium on rock mechanics. Am Rock Mech Assoc, p. 56–65.

3. Estimates of fracture density and uncertainties from well data;Barthélémy;Int. J. Rock Mech. Min. Sci., Pergamon and Elsevier,2009

4. Barton, C.A., Hickman, S.I., Morin, R., Zoback, M.D., Benoit, D., 1989. Reservoir-Scale Fracture Permeability in the Dixie Valley, Nevada, Geothermal Field. Society of petroleum engineering.

5. Benado, D., 2010. Levantamiento de información geológica básica: Evaluación técnica del sistema 3DM Analyst, en mina El Teniente. Nota Interna. CODELCO Chile, División El Teniente, Superintendencia Geología.

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