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  2. Design & Manufacture of Stiffened Spring-Back Reflector…

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf
    17 May 2005: W. S. Theory of Sound, vol. 1. Dover Pub-lications, New York, 1945.
  3. Soil-Structure Interaction_ver7

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR334.pdf
    15 Feb 2005: 6. References Barkan, D.D. (1962) “Dynamics of bases and foundations,” McGraw Hill, New York.
  4. Thin-Shell Deployable Reflectors with Collapsible Stiffeners: Part I…

    www-civ.eng.cam.ac.uk/dsl/publications/Reflectors-with-stiffeners.pdf
    1 Mar 2005: Thin-Shell Deployable Reflectors with. Collapsible Stiffeners:. Part I – Approach. Lin Tze Tan. University College London, London WC1E 6BT, England, United Kingdom. Sergio Pellegrino†. University of Cambridge, Cambridge CB2 1PZ, England, United
  5. Osman, A. S. & Bolton, M. D. (2005). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/154_Geotechnique_No55_Is6_435_447.pdf
    8 Dec 2005: Bolton & Powrie (1988) and Osman & Bolton (2004)proposed a new design approach for retaining walls basedon the theory of plasticity and the mobilisable soil strengthconcept. ... Of course, in a real footing problem, soil elements woulddiffer in their
  6. White, D. J. & Bolton, M. D. (2004). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/146_Geotechnique_No54_Is6_375_397.pdf
    8 Dec 2005: White, D. J. & Bolton, M. D. (2004). Géotechnique 54, No. 6, 375–397. 375. Displacement and strain paths during plane-strain model pile installationin sand. D. J. W H I T E a n d M. D. B O LT O N. The underlying mechanisms governing the

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