Product Details
 

 
   
System for Elastic Modulus and Strength Characteristics of Rock Specimens in Uniaxial and Triaxial Conditions

STANDARD
ASTM D2664
D2938
D3148
D5407
ISRM
Sugg. Method EN 14580, EN 1926

 

General Description

 

Controls rock mechanics automatic test systems are designed to test various materials from soft sandstone to high strength basaltic samples. The complete test system includes:

Controls rock mechanics automatic test systems are designed to test various materials from soft sandstone to high strength basaltic samples. The complete test system includes:

- Servohydraulic Control Console for load application conforming the relevant standards
(ADVANTEST code 50-C9842)

- High Stiffness Testing Frame to be selected conforming to the size of the sample and the expected strength (load frames from 50-C4600/FR to 50-C6600/FR)

- Servohydraulic Control Console for Lateral Pressure control (SERCOMP 7 code 45-C7022/S). This unit which is derived from the standard SERCOMP 7 code 50-C7022, has been specifically designed for rock testing (Triaxial tests only)

- Hoek triaxial cell to be selected conforming the specimen size (Triaxial tests only)

-Strain gauges and accessories

-Test software

 

Features

 

• Automatic Uniaxial and Triaxial compression tests
• P.I.D. closed loop control
• Control up to 4 different hydraulic frames
• Tests performed under control of:
- Load/Stress
- Displacement
- Strain
• Easy access to graphical and numerical monitoring in real time of all the measurements: axial load and displacement, cell pressure, axial and horizontal strain
• Automatic control of cell pressure for triaxial tests
• Particularly suitable for investigation of the past failure behavior of rocks (displacement controlled tests)
• Real time variation of the settings, including the control method (load, displacement or strain)

 

Order Information

 

•50-C5902/FR Frame with Hoek cell, 50-C9842 ADVANTEST 9, 45-C7022/S SERCOMP 7, and 86-D2999 PC cabinet

*Please consult for correct quotation with accessories

 

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Determination Of Elastic Modulus And Strength Characteristics Of Rock Specimens In Uniaxial And Triaxial Conditions

     
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