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300-10 Study of Stability Analysis Method of Embankment Dams in Impounding Process.

Poster Number 926

See more from this Division: S01 Soil Physics
See more from this Session: General Soil Physics: II
Wednesday, November 3, 2010
Long Beach Convention Center, Exhibit Hall BC, Lower Level
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Yuichiro Nagumo, Tokyo University of Agriculture and Technology, Tokyo, Japan
The behavier of embankment dams during its impounding process is difficult to predict because three reasons. (1)Action of impounding water pressure (2)Change of pore water pressure because of infiltration (3)Change of the material physicalties because of saturation In my study, I'll introduce new 3D method and check its performance.
See more from this Division: S01 Soil Physics
See more from this Session: General Soil Physics: II
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