CUED Publications database

The use of centrifuge tests in the study of arching

Chua, HY and Bolton, MD (2006) The use of centrifuge tests in the study of arching. Proceedings of the 6th International Conference on Physical Modelling in Geotechnics - Physical Modelling in Geotechnics - 6th ICPMG '06, 2. pp. 1075-1080.

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The horizontal arching mechanism transfers horizontal earth pressures acting on flexible retaining wall panels to stiffer neighbouring elements via soil shear stresses. In this research, the horizontal arching mechanism and lateral displacements of fixed cantilever walls in a model basement are investigated using centrifuge tests. A series of six tests was carried out at 45 gravities where the panel widths and thicknesses around the model basement were varied, so that the effects of panel geometry and stiffness on horizontal arching could be studied. It is shown that panel crest displacements and base bending moments of the most flexible, narrow panels can be an order of magnitude smaller than conventional active earth pressure calculations would allow. It is suggested that the reduction of earth pressure acting on a panel is directly correlated to the mobilized soil shear strength and hence, soil shear strain. Earth pressure coefficients K are plotted against panel displacements normalized by the panel width, u/B, to simulate the reduction of K with increasing soil strain. An idealized K-u/B curve is introduced, characterised by a reference distortion (u/B)ref beyond which fully plastic soil arching can be inferred, and which is related to the corresponding reference shear strain γref at which soil strength is fully mobilized in element tests. © 2006 Taylor & Francis Group.

Item Type: Article
Divisions: Div D > Geotechnical and Environmental
Depositing User: Cron Job
Date Deposited: 17 Jul 2017 19:40
Last Modified: 17 Mar 2020 09:44