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1 - 10 of 27 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 27 match some words.

  1. Results that match 1 of 2 words

  2. Teaching material for schools - Stadium roof design

    www-civ.eng.cam.ac.uk/cjb/schools/index.html
    22 Feb 2011: About 20% of the students studying Maths GCSE in 2003 (which is virtually every pupil in England and Wales) obtained good GCSE results (B or above) in Double Science GCSE.

  3. The influence of bacteria on the mechanical properties of deep-ocean…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-kuo.html
    2 Nov 2011: Pellets are found to represent 20% to over 55% of the crust material by dry mass.

  4. Department of Engineering - Bridge Research Group - Publications

    www-civ.eng.cam.ac.uk/brg/publications.html
    22 Dec 2011: Imhof, D. Probabilistic Safety Assessment of Existing Bridges. The Young Researchers' Conference, 20 March 2002, Poster Presentation: The Institution of Structural Engineers, Upper Belgrave Street, London.

  5. Process envelopes for and biodegradation within stabilised/solidified …

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst_kogbara.html
    13 May 2011: There was no significant effect of water content on leachability. Generally, = 20% dosage of the binders is required to fully satisfy acceptable mechanical and leaching criteria.

  6. Chris Burgoyne Publications Page

    www-civ.eng.cam.ac.uk/cjb/cjbpublications.html
    4 Oct 2011: 2008. Taylor H.P.J, and Burgoyne C.J., Structural Design and the Eurocodes - a historical review, The Structural Engineer, 86/20, 29-32, Nov. ... Achintha P.M.M. and Burgoyne C.J., Moment-Curvature and Strain Energy of Beams with External FRP

  7. Οδηγίες για την προετοιμασία του τελικού κειμένου του 1oυ Συνεδρίου…

    www-civ.eng.cam.ac.uk/cjb/papers/cp80.pdf
    8 Apr 2011: Conventional creep tests were also carried out, each for 100 days, at different stress levels (10, 20, 30, 40, 50, 55, 60, 65, 70 % of ABL) under constant temperature and humidity. ... 1.6. 1.7. 1.8. 1.9. 2. Time [log10. (hours)]. Str. ain. [. %]. 10%. 20

  8. TPC_499_Thusyanthan_Senthil

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/190.pdf
    2 Aug 2011: 0 5 10 150. 5. 10. 15. 20. 25. Vertical pipe displacement (mm). ... N). 0 10 20 30 40 50-5. -2.5. 0. 2.5. 5.

  9. Burgoynefinal2

    www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf
    8 Apr 2011: The breaking load of Kevlar 49 and Technora was determined from 20 short term tensile tests and were 444.6 N for Kevlar 49 and 349.0 for Technora.

  10. 254_2006_603_52_8-web 1595..160

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/179.pdf
    3 Aug 2011: 17.26 20.18 25.3 41.4 78. Dielectric constant. Per. mab. ility. (m. ... 20 100 12040 60 80Time (min). Fig. 6 Permeabilities of water-miscible solvents versus increas-ing dielectric constant.

  11. Author's personal copy Fracture mechanics of plate debonding:…

    www-civ.eng.cam.ac.uk/cjb/papers/p70.pdf
    8 Apr 2011: Article history:Received 3 December 2009Accepted 18 November 2010Available online 20 January 2011. ... Fanning and Kelly [9] F3 & F4 101.5 CFRP 2800 1100 20(crushed).

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