|Place of Origin:||China|
|Minimum Order Quantity:||1 set|
|Packaging Details:||Wooden box|
|Delivery Time:||Within 7days|
|Supply Ability:||100 sets|
|Power:||Electronic||Usage:||Soil Automatic Triaxial Apparatus|
C002 Strain control triaxial apparatus(Dial Plate one)
It is a method of the determination of shear strength of kinds of soils. Usually with 3-4 cylindrical specimens, under different ambient pressure (i.e., a small primary stress sigma 3), axial pressure is inflicted respectively. Shear strength parameters are obtained according to Mohr coulomb theory.
It is the Determination of total shear strength parameters and effective shear strength of Fine grained soil and sand soil. according to the different drainage conditions, it can be divided into(UU)(CU or UU,CD)
No Consolidated undrained (UU) test is drainage is not allowed in test in in the process of inflicting surrounding pressure and enhance pressure until the destruction. It is suitable for determination of fine particle soil and sand soil
1. Consolidated undrained (UU) test make sample drainage and consolidation under ambient pressure. under the undrained condition, Increase the axial force until destruction. It is suitable for shear strength of Clay soil and pressure coefficient of sand soil and pore.
2. Consolidated drained triaxial test CD Test make sample drainage and consolidation under ambient pressure. Increase the axial force until destruction under the condition of allowing sample drainage. It is suitable for shear strength of Clay soil
3. A sample multilevel confining pressure and axial pressure to shear, it is suitable for three axis undisturbed soil, disturbed soil and irregular fracture crack soil that can not obtain multiple specimen)
4.Pore water pressure dissipation coefficient, Dissipation percentage and pore pressure coefficient is produced by axial compressive force under the condition of ambient pressure and K0.( Saturation Undisturbed clay soil is greater than the 85%, moisture content is greater than The optimum moisture content of the compaction clay soil).
1, Voltage: 220V ± 10V 50Hz power0.75kW
2, Maximum axialload: 10kN, 20kN, 30kN, 60kN, 100kN matchingdynamometer, (also optionalforce sensordigital display)
3, Theaxial deformation: 0-10mm ± 0.01mm (dial indicator) also matchingdisplacement sensorLCD, orselectelectromechanicaldial indicatornewsletter
4, Strain rate: 0.0024 ~ 4.5mm / min steplessadjustmentto anysetting, LCD
5, The ambient pressure: 0-2MPa ± 0.1kPa LCDNC
6, Back pressure, pore pressure: 0-2MPa ± 0.1kPa LCDCNCpipebodyvariant0 ~ 50ml,0.1mlaccuracy
7, Lifting stroke: 0-90mm
8, The sample (confining pressure cylinder): ¢ 61.8 ¢ 39.1 ¢ 101
9, Thehostcontrol system,regulatingsystem, the bodybecomestubes,pressurechamber, constantpressure gauges, pressure regulators and other components.
1. Warranty 1 year of replacement and return.
2, Providing factory visit and study, technical training
3, 24-hour technical support by e-mail or phone
4, Providing laboratory construction program design guidelines
5, Providing product design and OEM service
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