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Geologija / Geology

ISSN 1392-110X
ISSN 2029-056X (online)

2008 m. Nr. Priedas

Behaviour of flysch sandstones under conventional triaxial compression
Paweł ŁUKASZEWSKI

The paper presents results of investigations on strength in the conventional triaxial compression conditions. The tests were made on flysch rocks, which regard to graining, can be divided into three types: weakly diagenesed vari-grained clastic rocks (Type I), coarse- and medium-grained clastic rocks (type II) and fine-grained clastic rocks (type III). These rocks show different behaviour under triaxial compression conditions. Destruction types for the involved rock types are described based on macroscopic and microscopic analysis.

Keywords: flysch sandstones, triaxial compression, strength, deformability

Issues:

2011 - Vol.53
No. 1, No. 2, No. 3

2010 - Vol.52
No. 1-4

2009 - Vol.51
No. 1-2, No. 3-4

2008 - Vol.50
No. 1, No. 2, No. 3, No. 4, No. Priedas

2007
No. 1, No. 2, No. 3, No. 4

2006
No. 1, No. 2, No. 3, No. 4

2005
No. 1, No. 2, No. 3, No. 4

2004
No. 1, No. 2, No. 3, No. 4

2003
No. 1, No. 2, No. 3, No. 4

2002
No. 1, No. 2, No. 3, No. 4

2001
No. 1, No. 2, No. 3, No. 4