The Post-peak Failure Properties and Deformational Structures of Rocks under Conventional Triaxial CompressionConditions

Authors: M. Bukowska, U. Sanetra, M. Wadas

The Coreless Inductive Sensor for Strain Measurement of Rock Samples in a Pressure Cell – some Advantages and Disadvantages in Relation to the ElectricalResistance Strain Gauges

Author: J. Nurkowski

Methodology of Testing the Strength and Deformational Properties of Rocks from LGOM Mines under Triaxial Stress Conditions

Authors: J. Lis, P. Kijewski

Permeability and Deformation Characteristics of Shirahama Sandstone under a General Stress State

Author: M. Takahashi

Deformational Properties of Flysch Sandstones under Conventional Triaxial Compression Conditions

Auhtor: P. Łukaszewski

Frictional Resistance in the Post-critical Failure of Rock Samples Caused by Triaxial Compression

Author: D. Krzysztoń 

Mechanical Behaviour of Rocks under True Triaxial Compression Conditions – Volumetric Strain and Dilatancy

Author: M. Kwaśniewski

Results of Triaxial Compression Tests on LGOM Sandstone and Dolomite in the Context of the Elastic-plastic Constitutive Model Selection

Author: J. Cieślik