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– Track record –
– Method –
–Background–
The stabilized muddy soil embankment method
Embankment
Initial stabilized-soilCrushed and Compacted soil
Old Fill-Dams have two related problems・ embankment soil ⇒ difficult to procure・ mud soil ⇒ difficult to remove
This method is capable of achieving the rehabilitation of embankment and the removal of muddy soil from the reservoir at the same time.
Crushed soil
Mud soil
Mud soil
Cement
Embankment
Initial Stabilization Crush Crush and Compact
Oh-hara Dam (Shiga Prefecture, Japan)
Number of dams : 12 Volume of Embankment : over 100,000m3
Patents : 2 (Japan)