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11 - 19 of 19 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 19 match some words.

  1. Results that match 1 of 2 words

  2. The use of MRI to observe fractures in concrete ...

    www-civ.eng.cam.ac.uk/cjb/papers/p50.pdf
    24 Feb 2005: mentally to be 20 min. Figure 2 shows typical stress–strain curves for con-. ... 0. 10. 20. 30. 40. 50. 60. Str. ess:. N/m. m2.

  3. Soil-Structure Interaction_ver7

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR334.pdf
    15 Feb 2005: $$. 20. 20. )/()/(. rBrS. N Eq. 25. Where, $ is the interaction factor of all other piles with a certain pile. ... 25 is equal to. 7/1. 0. 2222. 20. 20. 20. 75.011.

  4. Thin-Shell Deployable Reflectors with Collapsible Stiffeners: Part I…

    www-civ.eng.cam.ac.uk/dsl/publications/Reflectors-with-stiffeners.pdf
    1 Mar 2005: frequency ratios. Dividing Equation 20 by Equation 16 and simplifying, or alternatively taking directly. ... modes and, while Equation 20 may still be reasonably accurate in predicting the frequency.

  5. The use of MRI to observe the structure of ...

    www-civ.eng.cam.ac.uk/cjb/papers/p49.pdf
    24 Feb 2005: Cement and Concrete Research,. 2002, 32, No. 7, 1067–1070. 20. Tollner, E. ... Communications in Soil Science and. Plant Analysis, 1991, 22, No. 19/20, 1941–1948.

  6. TR339

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR339.pdf
    6 Oct 2005: 10. 0. 10. 20. N. Time(s). TEST IT05. FLIGHT 1. Scales: Model. ... 0. 10. 20. 30. 40. 50. kPa. Time(s). TEST IT05. FLIGHT 1.

  7. with a viewfor use ast are beingns. A widethat ...

    www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf
    25 Apr 2005: Structural lifetimes are measured in decades. Even theephemeral industrial building will be expected to last for 20 yeand 50 years is a common design lifetime for office buildiBridges are typically designed ... Inverse power-lognormal,3. Arrhenius-Weibull

  8. TR338

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR338.pdf
    6 Oct 2005: 40 m. m90. mm. 20 m. m. Acc.11. 50 mm. Load cell. ... mm. 20 m. m. Acc.11. 50 mm. Load cell. IT-04 Model.

  9. Osman, A. S. & Bolton, M. D. (2005). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/154_Geotechnique_No55_Is6_435_447.pdf
    8 Dec 2005: It should be borne in mind that, at the characteristicdepth, the peak undrained shear strengths in compression andextension are 20 kPa and 10 kPa respectively (Fig. ... Althoughthere is a larger discrepancy at high bearing pressures(possibly due to

  10. White, D. J. & Bolton, M. D. (2004). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/146_Geotechnique_No54_Is6_375_397.pdf
    8 Dec 2005: 25 20 15 10 5 0 5. 20 15 10 5 0 5. ... 20. 20. 25. 25. 30. 40. 3040507. 5. 150100. 5. 25.

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