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The Ko consolidation apparatus is used to test the static lateral pressure coefficient of Ø61.8mm soil specimen.
Specimen size |
Ø61.8 x 40mm |
Axial loading |
6KN |
Pore pressure |
0-1000KPa |
Axial displacement |
0-10mm |
Ambient temperature |
20±5ºC, Humidity <85%RH |
Proving ring relative error |
<±1‰, Height relative error: ±2‰ |
Axial relative displacement error |
0.03mm, minimum resolution: 0.01mm |
Volume change |
< 0.2ml |