Uniaxial and Triaxial Testing on Rocks
Most of the information obtained from rock mechanics laboratory tests are primarily related to the stress and strain characteristics of the tested materials. The tests most generally performed on cylindrical rock specimen are the evaluation of the compressive strength and strain: under uniaxial or triaxial conditions. Wykeham Farrance has a complete range of testing systems for the determination of Elastic Modulus / Poisson’s ratio and strength of rock cores in uniaxial and triaxial conditions. Three different configurations are available to satisfy every level of sophistication and budget requirements.
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Accessories for Uniaxial and Triaxial Testing
Uniaxial & Triaxial Testing Systems
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Automatic Uniaxial and Triaxial Test System
The Automatic Uniaxial and Triaxial Test System is used to determine the elastic modulus and strength traits of rock specimens… -
Compression Test Device for Rock Specimens
The Compression Test Device for Rock Specimens jig is strictly compliant to the ASTM D7012 Rock core specimens Test Methods -
Compression/Splitting Test Device
We propose two compression device models for indirect tensile test (splitting test) conforming to ASTM D3967 and to ISRM Specifications. -
Hoek Cells
The Hoek triaxial cells are offered in five models of different size. They are used for triaxial test on rock… -
Rock Sample Extruder
The Rock Sample Extruder is used to extrude the rock sample from its jacket thus avoiding to empty the confining… -
Semi-Automatic Uniaxial and Triaxial Test System
The Semi-Automatic Uniaxial and Triaxial Test System is used to determine the elastic modulus and strength characteristics of rock specimens -
Strain Gauges for Uniaxial and Triaxial Tests
Strain Gauges for Uniaxial and Triaxial Tests provide a very accurate electrical signal, strictly proportional to the strain of the… -
Stress Path Triaxial and Uniaxial Fully Automatic Test System
CONTROLS Stress path triaxial and uniaxial automatic test system is used for measuring the elastic modulus and strength of rock specimens…