This instrument is used for soil compression test to determine the relationship between deformation and pressure or void ratio and pressure of soil samples under the condition of confinement and axial drainage. The relationship between deformation and time, in order to calculate the unit settlement of soil, compressibility, compression index, rebound index, compressive modulus consolidation coefficient, etc., the measurement items depend on the needs of the project.
Technical Parameter
|
Medium Pressure |
Low Pressure |
||
Soil Sample Area |
30cm2 |
50cm2 |
30cm2 |
50cm2 |
Leverage Ratio |
1:12 |
1:12 |
1:12 |
1:12 |
Loading Method |
Vertical loading |
Vertical loading |
Vertical loading |
Vertical loading |
Loading Level |
A total of nine |
A total of sixteen |
A total of eight |
A total of fourteen |
12.5~1600kPa |
7.5~800kPa |
12.5~800kPa |
12.5~400kPa |
|
12.5/25/50/100/200 /300/400/800/1600 kPa |
7.5/12.5/20/25/ 30/50/80/100/ 160/200260/300/ 360/400/760/800 kPa |
12.5/25/50/100/200 /300/400/800 kPa |
7.5/12.5/20/25/ 30/50/80/100/ 160/200260/300/ 360/400 kPa |
|
Vertical Deformation |
Dial indicator range 0~10mm Accuracy 0.01mm Optional |
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Dimensions |
650*500*900mm |
© Dongguan Zhongli Instrument Technology Co., Ltd.
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