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. 32010 - Vol.52 No. 1-42009 - Vol.51 No. 1-2, No. 3-42008 - Vol.50 No. 1, No. 2, No. 3, No. 4, No. Priedas2007 No. 1, No. 2, No. 3, No. 42006 No. 1, No. 2, No. 3, No. 42005 No. 1, No. 2, No. 3, No. 42004 No. 1, No. 2, No. 3, No. 42003 No. 1, No. 2, No. 3, No. 42002 No. 1, No. 2, No. 3, No. 42001 No. 1, No. 2, No. 3, No. 4 |