STC-3L

It is used for compression test of soil, and to determine the relationship between deformation and compression of soil, to calculate the unit sediment compression index, resilient index, as well as consolidation coefficient of soil, etc. It is rigidly constructed to ensure minimum frame distortion. The frame is designed to load the specimen through a lever arm assembly and one of three alternative beam ratios as 9:1, 10:1 and 11:1. The beam is fitted with a counter balance weight and beam support jack. 

TECHNICAL PARMETERS

Front Loading Oedometer
• ASTM D2435, D3877, D4546 and BS1377
• 3 lever arm ratio: 9:1, 10:1 and 11:1 with maximum stress up to 8.8MPa

Oedometer Bench
• For the above oedometer
• Accept at least 3 oedometers,
• Locking nuts to fix oedometer 

Standard consolidation cells
Standard consolidation cells with upper and lower, porous discs  with cutting rings (different sizes), Material: tin bronze Dia.50mm

Slotted steel weight set
2x0.25kg, 1x0.5kg, 2x1kg,1x2kg, 1x5kg, 4x10kg

Digital micrometer
12.7*0.001mm