Additive Test Example (Part. 1)
|Target Soil Layer||Gravel Layer|
|Compound of Additive Mud Material||TAC Carry 6.0kg/㎡|
|Injection Rate of Additive Mud Material||15%||20%||25%||30%||35%|
|Vane Shear Value||4.26kPa||1.71kPa||0.91kPa|
|Evaluation||When grasped it feels stiff, it will remain so in your hand.
|When grasped it spills from your hand due to softness.
|Displays too much flowability due to softness. It will erupt from screw gate when gate is opened.