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31 - 39 of 39 search results for KaKaoTalk:vb20 200 |u:www-civ.eng.cam.ac.uk where 0 match all words and 39 match some words.

  1. Results that match 1 of 2 words

  2. E:CURRENT_WORKCRTS DEMONSTRATORREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS2001.pdf
    21 Mar 2001: Table 3.1: Physical properties of CuBe 165 alloy. Ultimate Tensile Stress, σmax Yield Stress, σyAnnealed 500 Nmm2 200 Nmm2.

  3. Numerical modelling of theelectrokinetic remediation ofheavy metal…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf
    17 Aug 2001: Numerical modelling of theelectrokinetic remediation ofheavy metal contaminated soil. bYby John D. McKinley1 & Chrysanthi Savvidou2. CUED / D - SOILS / TR.292 (1997). ___. --. i Assistant Lecturer, Geotechnical Group, Department of Engineering,

  4. 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: 10%. 6 %. 6%. 4 %. 2 %. 0 %0 200 400 a0 800 loo0 1200. ... Average Normalised Settlement, Atlantic Mud. 0 200 400 600 800 loo0 1200 14ocl.

  5. Modelling of EmbankmentConstruction on Soft Clay in the Mk ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR303.pdf
    17 Aug 2001: i< ,,-d. T (kN/m) I(Sample width = 200 mm. 3.5 -Gauge length = 200 mmExtension rate = 1 % per min.Temperature = 20 f I “C.

  6. Natural Frequency of a Horizontal Soil LayerPart II: Saturated ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR273.pdf
    17 Aug 2001: 15 I. 1. 0.5. 0 loo 200 300 El 500 600 700. ... 1. 5. 1. 0.5. 0 IW 200 3w 400 500 0 rw.

  7. A Thermally Controlled TestChamber for Centrifuge and Laboratory…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR296.pdf
    17 Aug 2001: Cold end temperature is 200” - 147” - 6 3 F.

  8. Centrifuge modelling ofinertial loading and pore pressure effects…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf
    17 Aug 2001: of 10 cm /- 2 cm with a rate of discharge of 200 cc per minute /- 10 cc.

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

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR298.pdf
    17 Aug 2001: 1300 1400 1500. [ msec]. 1600 0 100 200. Ml. Scales : Prototype.

  10. Particle Shape Characterisationusing Fourier Analysis Elisabeth T.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR315.pdf
    17 Aug 2001: In general, it is felt that a minimum of 200 particles should beassessed to ensure reasonable statistical analysis (see Table l), although t-Tests may beundertaken on smaller sample sizes than

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