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1 - 10 of 17 search results for katalk:za33 24 |u:www-civ.eng.cam.ac.uk where 0 match all words and 17 match some words.

  1. Results that match 1 of 2 words

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

    www-civ.eng.cam.ac.uk/cjb/papers/cp80.pdf
    8 Apr 2011: The temperature steps were chosen to give failure after about 24 hours so that a daily cycle of tests could be performed.

  3. Uplift Mechanisms of Pipes Buried in SandC. Y. Cheuk1; ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/187.pdf
    2 Aug 2011: Fraction A LB sand Fig. 3a hasa D50 of 2.24 mm. ... CD CL FD FL. 2.24 2.24 0.28 0.28. 87 1,532 1,551 1,386.

  4. Supporting_excavations_in_clay_-_from_analysis_to_decision-making

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/189.pdf
    2 Aug 2011: Wall Deflection, w, (m). 0.000.040.080.120.160.200.24. Dep. th (m. ). 0. 10.

  5. Proceedings of 30th International Conference on Ocean, Offshore and…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/209.pdf
    3 Aug 2011: These observations are consistent with thosemade by [24] who considered the importance of soil fabric onsoil properties. ... 431–441. [24] Rowe, P. W., 1972. “The relevance of soil fabric to siteinvestigation practice”.

  6. Granular Matter (2010) 12:477–482DOI 10.1007/s10035-010-0212-9…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/203.pdf
    3 Aug 2011: A. Bagnold. J. FluidMech. 452, 1–24 (2002). doi:10.1017/S0022112001006577. 11. Itasca Consulting Group : P F C 3 D Version 3.1 User’s Manual.Itasca Consulting Group, Minneapolis

  7. FRPRCS-10-Taher-Burgoyne-Cambridge-Final

    www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf
    8 Apr 2011: 2000). Local bond-slip relationship for FRP reinforcement in concrete. Journal of Composites for Construction 4, 24-31.

  8. Flat boundaries and their effect on sand testing

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/204.pdf
    3 Aug 2011: Anal. Meth. Geomech. 2010; 34:821–837Published online 24 September 2009 in Wiley InterScience (www.interscience.wiley.com). ... εyy εzz εxy εxz εyz. Whole sample (best-fit) 0.15 0.10 0.72 0.02 0.02 0.051st slice from bottom 0.24 0.08 7.31

  9. Department of Engineering - Bridge Research Group - Publications

    www-civ.eng.cam.ac.uk/brg/publications.html
    22 Dec 2011: In Proceedings of the Annual International fib Symposium Concrete : 21st Century Superhero, Building a sustainable future, held in London, 22-24 June 2009. ... In Foundations: proceedings of the second British Geotechnical Association international

  10. Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/208.pdf
    2 Aug 2011: 04 12 24. Fig. 9. Comparison between load – settlement response withload – relative settlement response of a footing on sand at 1gwith o 10 kPa. ... Footing : particle size ratios between 24 and 1183,and container : footing diameter ratios between

  11. Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/191.pdf
    2 Aug 2011: grain sizes (D50 0.28 mm and2.24 mm) at two different relative densities ID of 30% and90%. ... tanc. e,N. γRelative. dilatancy, IR0404–1212–2020–2828–3636. IR 4. IR 32. IR 24.

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