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Additional info for Geotechnical Centrifuge Technology
L. (1951) Dimensional Analysis and Theory of Models. John Wiley, New York. V. and Savvidou, C. (1984) The effects of heat transfer from a hot penetrator installed in the ocean bed. Symp. Application of Centrifuge Modelling to Geotechnical Design, University of Manchester, pp. 336–355. Balkema, Rotterdam. K. (1979) The scaling law relationship—Panel Discussion. Proc. 7th Eur. Conf. Soil Mech. Found. , Brighton, No. 4, pp. 319–323. , Tani, K, Morimoto, T. A. (1991) Progressive failure and particle size effect in bearing capacity of a footing in sand.
The use of the centrifuge as a tool for instruction of students grappling with the complexities of soil behaviour and soil-structure interactions has become increasingly recognised in a number of countries. It is to be hoped and expected that small cheap machinery will be developed and widely used in this role in education institutions which have no record of research or professional practice in the use of centrifuges (Craig, 1989b). Geotechnical students have for a generation been confronted by the standard consolidation and shear-strength experiments in laboratory classes.
Found. , Vol. 2, pp. 497–505. Azevedo, R. Y. (1988) In-flight centrifuge excavation tests in sand. Proc. Conf. Centrifuge ’88, pp. 119–124. Balkema, Rotterdam. H. G. (1976) Use of a hopper to simulate embankment construction in a centrifugal model. Géotechnique, 26, 220–226. B. (1931) Use of models for the study of mining problems. Am. Inst. Min. Met. , Tech. Pub. 425, 28 pp. A. L. (1991) Boundary effects in dynamic centrifuge model tests . Proc. Conf. Centrifuge ’91, pp. 441–448, Balkema, Rotterdam.