2.3.1 Overall history of geotechnical centrifuge
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1st paper on the idea of centrifuging |
(for steel structures) |
Edouard Philips presented a paper titled "De l'equilibre des solides elastiques semblables" in which he recognized the limitation of contemporary elastic theory in the analysis of complex structures. He suggested centrifuging a 1:50 linear scale model of a bridge to an acceleration of 50 G (Ecole Centrale/Ecole Polytechnique, France). |
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Germ of idea |
Tunnel support |
Philip Bucky performed a test on an integrity of mine
roof structures in rock where small pre-formed rock
structures were subjected to increasing accelerations until
they ruptured (Columbia Univ., USA). |
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(for military affairs ?) |
Research was continued in USSR (?) |
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Trial manufacture of geotechnical centrifuges |
Behavior governed by soil self-weight |
Cambridge Univ., UK |
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Manufacture of large centrifuges |
Various topics |
Cambridge Univ., UK |
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Development of earthquake simulators |
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Caltech, USA |
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Equipment for geo-environment |
Soil contaminants |
so many |
Kimura, T. and Kusakabe, O. (1987) : Centrifuge model tests, 2. Introduction, Tsuchi-to-kiso,Vol. 35, No. 11, pp. 68-74 (in Japanese).
Craig, W. H., James, R. G. and Schofield, A. N. (eds) (1988) : Centrifuge research activities in Japan, Centrifuges in soil mechanics, A. A. Balkema, pp. 19-92.
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