Dynamic properties and liquefaction resistance of two soil materials in an earthfill dam—Laboratory test results

Results are presented of laboratory resonant column and cyclic triaxial tests on specimens of two compacted soils (a sandy–silty clay and a sand–gravel mixture), planned to be used in the core and the shells, respectively, of a proposed earthfill dam. The values of low-amplitude shear modulus of the...

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Veröffentlicht in:Soil dynamics and earthquake engineering (1984) 2008-08, Vol.28 (8), p.605-620
Hauptverfasser: Xenaki, V.C., Athanasopoulos, G.A.
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Sprache:eng
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