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21 - 30 of 231 search results for katalk:PC53 24 / |u:www-civ.eng.cam.ac.uk where 0 match all words and 231 match some words.

  1. Results that match 1 of 2 words

  2. Chris Calladine

    www-civ.eng.cam.ac.uk/struct/crc/publications.html
    21 Aug 2008: J. Mech. Sci., 24, 219-230 (1982). 57. C.R. Calladine, 'Modal stiffnesses of a pre-tensioned cable net', Int. ... 110. C.R. Calladine, "Some paradoxical experiments on beams". International Journal of Mechanical Engineering Education, 24, 37-48 (1996).

  3.  

    www-civ.eng.cam.ac.uk/dsl/publications.html
    19 Feb 2008: AIAA Balloon Systems Conference, 21-24 May, 2007, Williamsburg, VA, AIAA-2007-2632. (paper.pdf). ... AIAA Balloon Systems Conference, 21-24 May, 2007, Williamsburg, VA, AIAA-2007-2606. (paper.pdf).

  4. EMPIRICAL PILE DESIGN BASED ON CONE PENETROMETER DATA: AN EXPLANATION …

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/103_DFP_2001_125_132.pdf
    6 Oct 2001: Bolton et al [24] measured the influence of chamber size on axial load response and concluded that no significant boundary effect would occur if a distance of 11 pile diameters was ... 2, pp. 787-806. [24] BOLTON, MD, GUI, MW, GARNIER, J, CORTE, JF, BAGGE

  5. Chris Burgoyne Publications Page

    www-civ.eng.cam.ac.uk/cjb/cjbpublications.html
    4 Oct 2011: theory. Journ. Solids & Structures, 32/24, 3573-3588, 1995. Lees J.M., Gruffydd-Jones B. ... of Bone and Mineral Research, 24/11, 1808-1818, 2009. doi: 10.1359/JBMR.090504.

  6. 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

  7. E:CURRENT_WORKCRTS DEMONSTRATORREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS2001.pdf
    21 Mar 2001: 50 mm. 85 mm. Figure 3.4: Cylindrical mould. 22 23 24 25 26 27 28 29 30 31 3216. ... 17. 18. 19. 20. 21. 22. 23. 24. Rm [mm]. Rr[mm] Rr = 0.4957Rm 6.7181.

  8. Dynamic Response of theEquivalent Shear Beam (ESB) Container S.P.G.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR270.pdf
    22 Aug 2001: o z. -a. b-1. ACC344. [m-cl. Max=25.5. Mill=-24.9. Mill=-13.0. Mox=27.9. Mln=-28.0. ... m s e c ]. Mox=25.9. Mln=-24.4. MmG13.3. Min=-12.5. Max=5.0.

  9. 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.

  10. TR324

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR324.pdf
    7 Oct 2002: CUED/D-SOILS/TR324 (October 2002) Page-24. Figure 18: Plastic deformation measurements of pile 8 after test SB-04.

  11. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/19prakhya.pdf
    12 Jul 2007: 06 71.20 0.24 1.09 15.10 2.21 DG2 0.90 0.25 2.10 2.16 9.67 0.68 0.03 0.00 DG3 1.47 ... 29 1.86 0.88 0.94 0.90 DG11 1.24 0.06 1.87 2.29 0.84 1.0 3.53 0.29 DG12 1.24 0.90

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