Shaking table tests on a model retaining wall


Authors

  • Lai Cho Sim University of Canterbury, Christchurch, New Zealand
  • J. B. Berrill University of Canterbury, Christchurch, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.12.2.122-126

Abstract

Shaking table tests of a model gravity retaining wall are described. The tests were designed to check the validity of the simple analytical model of wall behaviour proposed by Elms and Richards in a companion paper. The results show that the wall translates outwards in a stepwise fashion under strong shaking as predicted by the analytical model, and that with one minor exception the assumptions underlying the model appear correct.

References

Elms, D. G. and Richards, R., "Seismic Design of Gravity Retaining Walls", Bulletin of the N.Z. National Society for Earthquake Engineering , Vol. 12 , No. 2, June 1979. DOI: https://doi.org/10.5459/bnzsee.12.2.114-121

Richards, R. and Elms, D. G., "Seismic Behaviour of Retaining Walls and Bridge Abutments", Report No. 77-10, Dept. of Civil Eng., University of Canterbury, 1977.

Wilby, G. K., "Response of Concrete Structures to Seismic Motions", Report 75-11, Dept, of Civil Eng., University of Canterbury, 1975.

Lai Cho Sim, "Behaviour of Retaining Walls Under Seismic Loading", Report 79/9, Dept. of Civil Eng., University of Canterbury, 1979.

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Published

30-06-1979

How to Cite

Sim, L. C., & Berrill, J. B. (1979). Shaking table tests on a model retaining wall
. Bulletin of the New Zealand Society for Earthquake Engineering, 12(2), 122–126. https://doi.org/10.5459/bnzsee.12.2.122-126

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