Behavior of Narmashir CFRD at the End of Construction Period

摘要

This paper presents the behavior of Narmashir concrete faced rockfill dam during the construction period. The embankment settlements in different elevations were measured in four cross sections of the dam. The deformation modulus of various embankment materials have been obtained from observed behavior of the dam. These observed modulus are compared with those from different CFR dams. The behavior of dam has been back analyzed to obtain real engineering and Duncan hyperbolic soil parameters of different embankment materials.