The stabilized muddy soil embankment method

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Track record Method Background The stabilized muddy soil embankment method Embankment Initial stabilized-soil Crushed 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 100,000m 3 Patents : 2 (Japan)

Transcript of The stabilized muddy soil embankment method

Page 1: The stabilized muddy soil embankment method

– 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)