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Geosynthetic interface shear behaviour: Part 1 Test methods (2 of 2)

Acknowledgements Production of this paper was part funded by The British Council and the German Academic Exchange Service as part of the British German Academic Research Collaboration Programme.Patience Kamugisha is funded by Golder Associates and Loughborough University and the work of Carl Stoewahse was conducted at Hannover University funded by a number of German civil engineering companies.

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