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1 - 10 of 15 search results for katalk:za33 24 |u:www-civ.eng.cam.ac.uk where 0 match all words and 15 match some words.

  1. Results that match 1 of 2 words

  2. Characterisation of long term behaviour of polyester fibres and fibre …

    www-civ.eng.cam.ac.uk/cjb/papers/cp82.pdf
    27 Mar 2010: The method enables creep data for simulated times of several hundred years to be obtained from 24 hour tests.

  3. In-Situ Photocatalytic Remediation of Organic Contaminants in…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Lim.html
    22 Jun 2010: The same set of catalyst and 15 W Philips Cleo UVA fluorescent lamp was operated for a total of about 582 h (24 d) out of the cumulative 1039 h (43

  4. Environmental effects on cover cracking due to corrosion

    www-civ.eng.cam.ac.uk/cjb/papers/p68.pdf
    4 Aug 2010: 24], which relates concrete resistivity to humidity. Thismodification introduces an increase of concrete resistivity nearsaturation. ... are relevant factorsaffecting the ion movement and therefore the corrosion propagation[24,29–31].

  5. frprcs9final00067

    www-civ.eng.cam.ac.uk/cjb/papers/cp85.pdf
    26 Mar 2010: The stress steps were chosen to give failure after about 24 hours so that a daily cycle of tests could be performed.

  6. Bolton_DFI_2010_keynote_lecture_preprint

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/200.pdf
    3 May 2010: 2max. 400. u. u. cgH. HHw ρλγ (24). Normally consolidated clays Let us now estimate the undrained strength at mid-depth of “soft” clay. ... The rate of wall bulging and ground subsidence would then start to exceed the initial predictions of

  7. Paper Format Guidelines

    www-civ.eng.cam.ac.uk/cjb/papers/cp86.pdf
    30 Mar 2010: environmentaldeterioration sustained load. ACI 440 0.80 - 0.90 0.24 - 0.27. ... The amount of shift log (αT) is determined from the Arrhenius equation [24].

  8. 021004_GIANNOPOULOS

    www-civ.eng.cam.ac.uk/cjb/papers/cp90.pdf
    26 Mar 2010: 0 500 1000 1500 2000 250020. 22. 24. 26. 28. 30.

  9. jbmr0811763 1808..1818

    www-civ.eng.cam.ac.uk/cjb/papers/p66.pdf
    19 Mar 2010: measurement in the biopsy samples, and there was nosignificant effect of case-ness (n = 39, r2adj = 0.24). ... J Bone Joint Surg Am58:82–86. 24. Carter DR, Hayes WC 1977 The compressive behavior ofbone as a two-phase porous structure.

  10. 161_full

    www-civ.eng.cam.ac.uk/cjb/papers/cp73.pdf
    26 Mar 2010: However, the water in concrete becomes bound as hydration proceeds. Figure 2 shows two images of the same sample; that after 8 hours shows less clarity and after 24 hours the

  11. Proceedings of the Institution ofCivil EngineersStructures and…

    www-civ.eng.cam.ac.uk/cjb/papers/p67.pdf
    19 Mar 2010: Reinforcement. Norway, 1998, STF 22A98741 Report. 24. DIN 53768. Extrapolation Method for the Prediction of the. ... J. M. Miner’s rule with. respect to plain concrete. Heron, 1979, 24, No.

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