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- W2189270903 abstract "Non-linear constitutive relations for saturated soils under earthquake like excitation have to be validated by laboratory tests. These laboratory tests can be performed by element tests and shake-box tests at 1-g or n-g (centrifuge tests). The tests presented here refer to shakebox tests at 1g with a new smooth boundary condition due to pivoted frames. Beside the technical realisation of the shake-table, the construction of the laminar shear box is described also. In general tests with two different heights of the shake-box are feasible. The instrumentation includes horizontal displacements of all frames (contour of boundary), settlement and pore water pressure. Requirements and interpretation related to this instrumentation are presented. Experiments under fully saturated conditions were performed with a homogenous soil column using middle grained quartz sand. Usually measured or synthesized earthquake signals are used for base excitation. For a systematic investigation sinusoidal excitation is advantageous. In this case appropriate values of frequency and displacement amplitude for optimal observability had to be found. Therefore variations of both were performed. The state of soil during the test (void ratio and effective stress) and pore water pressure is transient, but in contrast to real earthquake signals, they can reach a stationary state. Stationary behaviour for higher number of cycles (attractors) was found for e.g. pore pressure or envelope of displacements. The influence of the state of soil under various loading conditions could be identified clearly." @default.
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- W2189270903 date "2007-01-01" @default.
- W2189270903 modified "2023-09-26" @default.
- W2189270903 title "SHAKE-BOX TESTS" @default.
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