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Dynamic behavior of noncohesive embankment models
Results of testing seven embankment models of noncohesive material and analog computation are presented; three points are emphasized -- unstable equilibrium of embankments with slope inclinations larger than angle of repose; similitude of requirements as inferred from comparison among models in all respects alike but of different linear dimensions (60 cm and 100 cm in height); agreement of simplified analog simulation with behavior of physical models when unstable equilibrium does not obtain.
Dynamic behavior of noncohesive embankment models
Results of testing seven embankment models of noncohesive material and analog computation are presented; three points are emphasized -- unstable equilibrium of embankments with slope inclinations larger than angle of repose; similitude of requirements as inferred from comparison among models in all respects alike but of different linear dimensions (60 cm and 100 cm in height); agreement of simplified analog simulation with behavior of physical models when unstable equilibrium does not obtain.
Dynamic behavior of noncohesive embankment models
New Zealand. World Conf Earthquake Eng -- Proc
Bustamante, J.I. (author)
Proceedings of the 3rd World Conference on Earthquake Engineering ; 1965 ; New Zealand
1965
Conference paper
English
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