Journal of Japan Society of Dam Engineers
Online ISSN : 1880-8220
Print ISSN : 0917-3145
ISSN-L : 0917-3145
Case Study on Seismic Resistant Reinforcement of Old Fill Dam Embankment Using Cement-mixed Muddy Soil
Akira KITAJIMAShigeru TANIShinji FUKUSHIMAKouji NISHIMOTO
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2005 Volume 15 Issue 3 Pages 227-240

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Abstract
Most of old fill-dams were mostly accumulated with the muddy soil in reservoir that caused the water pollution and the loss of reserved water. In order to make efficient use of the muddy soil as the embankment soil for reinforcing the damaged small earth dam embankment, we have developed a new type method to repair the old small earth dam embankment by means of the stabilized muddy soil with cement stabilizer. This repairing method is applicable to the reinforcement of the fill-dam embankment (embankment height H ≥ 15 m) larger than the small earth dam embankment (H < 15 m). In this paper, we represent the example that repaired an old fill-dam embankment for seismic-resistant reinforcement by applying the method developed by us.
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© 2005 by Japan Society of Dam Engineers
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