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41 - 50 of 333 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 333 match some words.

  1. Results that match 1 of 2 words

  2. LATERAL SPREADING OF SLOPES

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf
    4 Mar 2002: 10 PPT6672 256 122 5 PPT6675 380 190 50 PPT6679 200 130 20. ... 0. 10. 20. g. TEST SKH14. FLIGHT 1. Scales: Model. ShortTerm Time Records.

  3. Discussion: Laboratory measurement of strength mobilisationin kaolin: …

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/216%20discussion.pdf
    28 Nov 2013: 0.3. 0.4. 0.5. 0 10 20 30 40 50 60 70 80 90 100. ... c. Plasticity index Ip: %. TC: n = 21. DSS: n = 20.

  4. Design & Manufacture of Stiffened Spring-Back Reflector…

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf
    17 May 2005: Hence the curvedstiffener is a circular arc of r = 20 mm subtending anangle of 69. ... The first 20 eigenmodes wereextracted and the maximum frequency of interest wasset to 40 Hz.

  5. Modelling of deformations inDynamic Soil-Structure Interaction…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR277.pdf
    17 Aug 2001: 2 2 , I. %G 0 ACC 2. - 2 20 2 4 6 8 1 0 1 2.

  6. The measurement of particle size distribution using the Single ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf
    20 Aug 2002: compared to sieving by 20-30%, as predicted by theoretical analysis. Measurements of. ... Isotropic compressionand shearing at 20.7 MPa. Isotropic compression to 62.1 MPa.

  7. 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

  8. Measurement of Small Strainsusing Semiconductors in Centrifuge Tests…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR282.pdf
    17 Aug 2001: At the selected acceleration (60g) for testing, the measuredvariations of bending strains using the foil gauge transducer were up to I- 20% of the meanvalues, whereas the semiconductor gauges gave a ... January 1995 Page 20.

  9. TPC_499_Thusyanthan_Senthil

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/190.pdf
    2 Aug 2011: 0 5 10 150. 5. 10. 15. 20. 25. Vertical pipe displacement (mm). ... N). 0 10 20 30 40 50-5. -2.5. 0. 2.5. 5.

  10. 254_2006_603_52_8-web 1595..160

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/179.pdf
    3 Aug 2011: 17.26 20.18 25.3 41.4 78. Dielectric constant. Per. mab. ility. (m. ... 20 100 12040 60 80Time (min). Fig. 6 Permeabilities of water-miscible solvents versus increas-ing dielectric constant.

  11. Mapping two-way grids onto free-form surfaces P. Winslow S. ...

    www-civ.eng.cam.ac.uk/dsl/publications/Mapping_two-way_grids.pdf
    20 Jul 2007: glass-covered surface, Int. Journal of Space Structures vol. 20, No. 1,2005[3].

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