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The use of tangent stiffness to characterize the resilient response of unbound crushed aggregates
The use of tangent stiffness to characterize the resilient response of unbound crushed aggregates
The use of tangent stiffness to characterize the resilient response of unbound crushed aggregates
Konrad, J.-M. (Autor:in)
CANADIAN GEOTECHNICAL JOURNAL ; 43 ; 1117-1130
01.01.2006
14 pages
Aufsatz (Zeitschrift)
Englisch
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