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  2. CUED Structures Group Theses - Peer

    www-civ.eng.cam.ac.uk/abstract/lbbpabs.htm
    13 Nov 2003: Water flow into unsaturated concrete. L.B.B. Peer. Abstract:. Physical and diffusion theories, used to describe fluid flow into dry and partially saturated porous media, are applied to concrete in

  3. C:\Documents and Settings\Sergio\My Documents\Papers\Wrinkled…

    www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf
    24 Apr 2003: w. R. r1. π/2n. Rwrin-r1. θ. r. (a). (b). λ. 2A. ... A. B. B. C. C. (b). Figure 5: Wrinkled shapes for (a) T1/T2 = 1 and (b) T1/T2 = 4.

  4. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/agyeiabs.htm
    10 Nov 2003: B B Agyei. Abstract:. The research investigates the fatigue resistance of concrete beams prestressed with carbon fibre reinforced polymer (CFRP) tendons.

  5. 1 Author’s contact details: R. J. Lock, Graduate Engineer, ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR320.pdf
    22 Jun 2003: A. trend of the maximum weekly pressures at integral backwall B from January 1994. ... observed during the monitoring period. Figure 4.4c Maximum weekly soil pressure at integral backwall B.

  6. D:\Current_work\Wrinkles in solar sails SDM\SDM_2003\SDM-paper-03.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Wrinkle-amplitudes-solar-sails_SDM.pdf
    14 Feb 2003: An. A. A. B. B. C. C. η. ξw. Fig. 12 Wrinkle details for T1/T2 = 4. ... a) (b). (c) (d). Fig. 13 Shapes of membrane for T1/T2 equal to (a)1, (b) 2, (c) 3, (d) 4.

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