Shakedown in layered pavements under mov
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I. F. Collins; A. P. Wang; L. R. Saunders
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Article
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1993
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John Wiley and Sons
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English
⚖ 592 KB
Elastic-plastic deformations in pavements consisting of layers of different frictional materials are investigated. The upper bound, kinematic shakedown theorem is used to obtain estimates of the critical shakedown loads. Fully general three-dimensional deformations are considered. The influence of t