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- W596949689 abstract "The increasing use of soil reinforcing techniques requires the development of reliable and practical design procedures for determining the collapse of reinforced soil structures. The procedure described is based on the premise that from a macroscopic point of view, reinforced soils can be regarded as homogeneous but anisotropic materials due to the parallel alignment of the reinforcing elements. A multi-layer reinforced soil model is used to analyse the stability of typical structures. The theoretical results were found to be in good agreement with experimental data obtained from the structures. Notwithstanding certain limitations, the proposed approach could form the basis of an effective design procedure fpr determining the failure of reinforced soil structures. Translated fron original French article in revue francaise de geotechnique, 1987, no41, P29-43" @default.
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- W596949689 date "1988-04-01" @default.
- W596949689 modified "2023-09-23" @default.
- W596949689 title "ANALYSIS OF THE STABILITY OF REINFORCED SOIL STRUCTURES USING AN HOMOGENISATION PROCEEDURE" @default.
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