Ra. Mir et Ca. Taylor, AN EXPERIMENTAL INVESTIGATION INTO EARTHQUAKE-INDUCED FAILURE OF MEDIUM TO LOW HEIGHT CONCRETE GRAVITY DAMS, Earthquake engineering & structural dynamics, 24(3), 1995, pp. 373-393
A suitable model material was developed to construct scaled models of
a 30 m high prototype concrete gravity dam monolith and the experiment
al technique perfected for testing the models, till failure, on the EP
SRC earthquake simulator at Bristol University. A series of shaking ta
ble tests was performed with the aim of assessing the possible failure
mechanisms of medium to low height darns under simple motions and sim
ulated earthquakes. Tests were conducted with and without the presence
of hydrostatic pressure. The hydrodynamic pressure was simulated usin
g Westergaard's added mass approach. Base cracking was observed to be
the main failure mechanism and a tendency of the models to slide and r
ock after the full crack development at the interface was also observe
d in some cases.