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11 - 20 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. THEsMALLsTRAINsTrFFNESsO F A CARBONATE STIFF CLAY C.W.W. Ng, M.D. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR279.pdf
    17 Aug 2001: i ‘1‘4. Brick-L3 (UB) Brick-= (VB). Brick-W (LB) Brick-u (LB). 20 15 1 0 5Lateral inward displacacnt (mm). ... u-. tL. ti. 35. 30. 25. 20. 15. 10. 5. 00 0.002.

  3. mc510401 229..239

    www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf
    9 Nov 2001: be N 0:8, b3 20 and N ÿ0:35, b3 10, respec-tively. ... equations based on the longitudinal equilibrium. FiBRA, N 5 0.8, b3 5 20.

  4. Re-appraisal of Terzaghi’s soil mechanicsAndrew Schofield, Emeritus…

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans-Istanbul-5.ppt
    17 Sep 2001: Plastic design of a steel frame, Baker (1948). Cambridge text book example plastic design of shelter to resist floor load 20 lb/sq.ft falling 9 ft in bombed house; Mother

  5. Original Cam-clay A.N. Schofield* CUED/D=Soils/TR259 (1993) This is…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR259.pdf
    22 Aug 2001: stress as. 2 ans/icsoftsoilengg/nov93/fmal version. p’ = g (0, 20,) - 11 = (0; 20:)/3,. ... 4,dq =MP’ dP’. (20). This equation is integrable. Introducing the stress ratio q/p’ = q , and.

  6. PRELIMINARY CENTRIFUGE TESTS USINGTHE STORED ANGULAR MOMENTUM (SAM)…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR298.pdf
    17 Aug 2001: below the ground surface ACC 3477 recorded a peak ground acceleration of 20.5%. ... msec]. 20. 7s 0. - 2 0. A C C 3 4 7 7.

  7. sb340207 169..180

    www-civ.eng.cam.ac.uk/cjb/papers/p34.pdf
    9 Nov 2001: analysis is presented by Leonhardt.20 There is. also some work available in German2123 but. ... self-weight w.20. Parametric studies were carried out. using the eigenvalue nite-element analysis.

  8. 74913-2 253..262

    www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf
    9 Nov 2001: 20 N/mm2.16. But is this a good thing? Steel is highly ductile, so increasing. ... certifying authorities.20. 4.1. Conclusion 3Pre-tensioning systems should be provided by advanced com-.

  9. E:CURRENT_WORKTENSEGRITY REFLECTORSDM_PAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/AGT-SP_paper.pdf
    6 Feb 2001: 6American Institute for Aeronautics and Astronautics. 0 5 10 15 20 25 300. ... 20. r =δ2 R2 sin2 (θ/2). 2δ(19). γ = 2 arccosr δ.

  10. C:DOCUMENTS AND SETTINGSADMINISTRATORMY…

    www-civ.eng.cam.ac.uk/dsl/publications/tensereflect.pdf
    10 Nov 2001: nodes. 19. Figure 8: Loads applied to cable net. 20. 1.631.13. ... 23. 0 5 10 15 20 25 30-0.5. 0. 0.5. 1.

  11. Strong Motion at Port Islandduring the Kobe Earthquake S.P.G. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR285.pdf
    17 Aug 2001: 16 1 9 20 2 1 22 23 24. 16m below ground level. ... Direction: N-S. 10 1 2 1 4 1 6 18 20 22.

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