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• W2151000155 abstract "Use of geotechnical centrifuges has established as a powerful technique in the understanding of soil-structure interaction problems subjected to earthquake loading. In the VELACS conference, Arulanandan and Scott (1993), several numerical predictors have attempted to predict the dynamic behaviour of several bench mark problems which were simulated in the centrifuge tests in more than one geotechnical centrifuges. The results of the centrifuge tests conducted at different centrifuge centres were reasonable and provided a large data base against which numerical predictions may be compared. The Class A numerical predictions carried out without prior knowledge of the centrifuge test data were less satisfactory. Of all the predictions the finite element codes which employed fully coupled formulations for the solid and fluid phase performed well. There were some differences in the prediction of excess pore pressure for some of the bench-mark problems. Also attenuation in the local acceleration where there is rise in excess pore pressure was predicted by only some codes. A class C prediction carried out with prior knowledge of experimental data, on the quay wall with saturated back-fill (model no.ll), Madabhushi and Zeng (1993), could simulate the experimental data accurately in terms of accelerations, excess pore pressures as well as the deformations. One of the important prediction that is sought by the practising geotechnical earthquake engineers would be the deformation that will be suffered by the particular civil engineering structure under consideration. In this paper an attempt will be made on estimating the deformations in soil-structure interaction problems using a finite element code called SWANDYNE, Chan (1988). The formulation of the fully coupled code and the improvements brought in the predictions by knowledge of the experimental conditions, Madabhushi and Zeng (1993), Chan et al (1994), Madabhushi (1994), will be presented. The improvements to the prediction of the quay wall problem with saturated and dry back fill following the work of Madabhushi and Zeng (1993), will be presented Madabhushi and Zeng (1996). Also the deformations predicted in the problem of a tower structure founded on saturated sand bed, Madabhushi (1994) will be presented. Also more recent work on the liquefaction under saturated embankments, Madabhushi et al (1996) and its implications in the finite element modelling of this problem will be discussed." @default.
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• W2151000155 date "1996-09-16" @default.
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• W2151000155 title "Modelling of deformations in dynamic soil-structure interaction problems" @default.
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