Strain-controlled triaxial apparatus for teaching experiments in general geotechnical laboratories and universities.

Triaxial test indicators:

The instrument is strain-controlled and is used to measure soil samples with a maximum ambient pressure of 1.0 MPa and a diameter of 39.1 mm. Triaxial shear test for strength and deformation characteristics under axial static load conditions, three axes for unconsolidated undrained shear (UU), consolidated undrained shear (CU) and consolidated drainage shear (CD) test

Operating procedures:

(1) preparing a sample, performing suction saturation, and mounting on the instrument;

(2) open the surrounding pressure valve and apply the required surrounding pressure;

(3) In the microcomputer data processing system, select the "project number", enter the "project number" window, select the project number of the project to be processed from the list box, press the "OK" button; select the three-axis test method, in the menu Select "main stress difference", pop up the "soil sample number" window; sequentially process the soil sample corresponding to each soil sample number, complete the curve modification, graphic printing, data saving and other functions, press the "back" button to return;

(4) Adjust the shear rate, start the motor, and connect the clutch.

Precautions for the triaxial instrument:

1. After the test is finished, wipe the cutting box clean and apply a thin layer of anti-rust oil to the surface.

2. The force ring should be re-rated according to the usage or half a year.

3. The bearing at the lever should be used for half a year or according to the usage.

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