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C002 Stress-strain Controlled Shear Permeated Triaxial Test Apparatus

C002 Stress-strain Controlled Shear Permeated Triaxial Test Apparatus

C002 Stress-strain Controlled Shear Permeated Triaxial Test Apparatus

Product Details:

Place of Origin: China
Brand Name: zealchon
Certification: iso
Model Number: c002

Payment & Shipping Terms:

Minimum Order Quantity: 1 set
Price: $6200
Packaging Details: wooden box
Delivery Time: 7days
Payment Terms: L/C, D/P, T/T, Western Union
Supply Ability: 100sets/month
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Detailed Product Description
Voltage: 220V±10V 50Hz Power: 0.75kW
The Axial Maximum Load: 10kN,20kN,30kN,60kN, Strain Rate: 0.0024~4.5mm/min Continuously Viable ,Any Adjustments, LCD
Ambient Pressure: 0-2MPa±0.1kPa (LCD) NC Back Pressure And Pore Pressure: 0-2MPa±0.1kPa (LCD) NC Volume Change Tube 0 ~ 50ml, Precision 0.1ml
Lift: 0-90mm

C002 Stress-strain Controlled Shear Permeated Triaxial Test Apparatus



Parameters Details
voltage 220V±10V 50Hz
power 0.75kW
The axial maximum load 10kN,20kN,30kN,60kN,100kN Dynamometer Optional, Also can choose force sensor digital display
axial deformation 0-10mm±0.01mm dialgage Also can choose displacement sensor liquid crystal display, Or choose mechanical and electrical communication dial indicator
strain rate 0.0024~4.5mm/min continuously viable ,Any adjustments, LCD
ambient pressure 0-2MPa±0.1kPa (LCD) NC
Back pressure and pore pressure 0-2MPa±0.1kPa (LCD) NC Volume change tube 0 ~ 50ml, precision 0.1ml
Lift 0-90mm
Sample (confining pressure cylinder) ¢61.8 ¢39.1 ¢101
Host, measurement and control system, pressure regulating system, body tube, pressure chamber, constant pressure gauges, pressure regulating valve



The soil triaxial test is one of the most common testing methods for determining theshear strength of soils. Many different factors affect the shear strength of soils, including the amount of air and water in the soil, so the triaxial test was developed to calculate the shear strength of the soil in many different situations. In a standard triaxial test, aconfining stress is applied to the entire cylindrical specimen and anaxial stress (usually referred to as the deviator stress) is applied to the top of the specimen. The deviator stress is applied using a loading frame, and since this stress is the greatest stress on the specimen, this is the maximum principal stress, denoted σ1. The confining pressure applied to the specimen is used to simulate the horizontal pressure experienced by the soil at the in-situ depth. In a standard triaxial test, this confining pressure causes the intermediate and the minimum principal stresses, denoted σ2 and σ3, to be equal. This is different from a true triaxial test, where σ1, σ2, and σ3 can each be individually controlled.

In addition to determining the shear strength of the soil, the triaxial test is also used to calculate the angle of internal friction and cohesion of the soil, which are two parameters used most often by geotechnical engineers when attempting to calculate the ability of a soil to be used in various applications, such as under a foundation or as backfill for a retaining wall. In addition, the triaxial test is capable of determining the relationship between the stressand the strain on the soil, which is not possible with simpler shear strength tests, such as the Direct Shear Test or theSimple Shear Test.


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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





Contact Details
Xian Zealchon Electronic Technology Co., Ltd.

Contact Person: Mr. Elieen Liang

Tel: 86--15091779716

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