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31 - 40 of 59 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 59 match some words.

  1. Results that match 1 of 2 words

  2. ADVANCED COMPOSITES - THE CHALLENGE TO BRIDGE DESIGNERS C ...

    www-civ.eng.cam.ac.uk/cjb/papers/cp48.pdf
    31 Aug 2001: Does data exist yet for the proportion of bridges that have to be replaced due to corrosion after 20 years,30 years, 40 years, etc?

  3. A Thermally Controlled TestChamber for Centrifuge and Laboratory…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR296.pdf
    17 Aug 2001: 06 9 0 (loo) 2 0 2 0 2 5 6 0 8.5 - 12.6 -20.0. ... tum6onMobtwo Contmt 46 36 26 20 14 9.9 6.9 4.7 3.1 1.9ednsa.

  4. 1 INTRODUCTION 1.1 Predicting pile behaviour The axial capacity ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/122_ICPMG_2002_649_654.pdf
    14 Dec 2001: Contraction. Dilation. Figure 6. Volumetric strain vs. pile position. -10 0 10 20 30 40 50 60 70. ... 0. 10. 20. 30. 40. 50. Soil element position relative to pile tip, h/B.

  5. 1 INTRODUCTION Many macroscopic phenomena of granular media are ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/106_ICMGM_2001_69_72.pdf
    6 Oct 2001: Conventional element tests conducted up to about 20% strain would not approach the deforma-tions produced by pile driving.

  6. 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: ij o-. -20. 20 40 60 80 100 120 140 160 180. ... z 0. -20. 20 30 40 50 60 70 80 90 100 110 120 130 140 150.

  7. i GEOCRISP - A Version of CRISP93for Geosynthetic-Soil Applications…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR288.pdf
    17 Aug 2001: The user is advised to refer to pages 20 and 21of CRISP93 user’s manual (Vol. ... 20, pp 236-260. van Zanten, R.V. (ed.) (1986). GeotextiIes and Geomembranes in Civil Engineering.

  8. A Bench-Scale Test Seriesfor Seabed Soils A.S. FaranskiCUED / ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR304.pdf
    17 Aug 2001: 1.2. 0. 096 1 0 % 20%30?4 4 0 9 6! ... Fully consolidatedPostdisturbance. 13.33. 1 4. 1 9 14.20 1 4. 6 7.

  9. GEOTECHNICAL CENTRIFUGEDEVELOPMENT CAN CORRECT A SOIL MECHANICS ERROR …

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR308.pdf
    17 Aug 2001: If for example it was decided toplan a series of up to 50 tests, about 20 litres of soil would be closely affected by each test,which is a prototype volume ... Terzaghi did not comment on bearing failure, but he does comment on slope failure andlateral

  10. E:CURRENT_WORKTENSEGRITY_FORM-FINDINGPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/tensegrity.pdf
    2 Apr 2001: to satisfy 20 constraint equations, 15 on the cable lengths plus 5 on the struts. ... are shown in Fig. 11. 20. Obviously, changing the relation between qt and qb while keeping ql fixed, changes the relative.

  11. TechRep_1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf
    26 Mar 2001: Parameter Rib Membrane. Density (kg/m3) 7000 1. Young's Modulus (GPa) 200 20. ... 14 4.52 6.87 6.21. 15 4.56 6.98 7.20. Mode 8. Mode 4.

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