Seismic induced flow deformation and remediation study of Sardis Dam
Previous investigations of the seismic stability of Sardis Dam indicated that the entire central silt core and a weak clayey silt layer in the dam foundation are susceptible to liquefaction which could result in large losses of shear strengths in these liquefied soils. The post-liquefaction behaviou...
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| Language: | English |
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2008
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| Online Access: | http://hdl.handle.net/2429/1859 |