Autor:	B. A. Rychkov
Rok vydání:	2001
Předmět:	Shearing (physics) Geology Geotechnical engineering Slip (materials science) Rock failure Geotechnical Engineering and Engineering Geology Anisotropy
Zdroj:	Journal of Mining Science. 37:57-63
ISSN:	1062-7391
DOI:	10.1023/a:1016784802752
Popis:	Deformation of cylindrical rock samples is examined for the case of thriaxial compression. The mechanism of material strengthening based on the conception of slip and loosening with allowance for the initial anisotropy is established. The calculated values of shearing angle in failing correspond to the known experimental data.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::5aec10a8b71697e7b495d0826664317f https://doi.org/10.1023/a:1016784802752 Zobrazit plný text záznamu Full text from SpringerLink