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1 - 10 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. Uniaxial and eccentric compressive behaviour of spirally confined…

    www-civ.eng.cam.ac.uk/cjb/papers/cp53.pdf
    20 Dec 2001: 0.13) 3.007[A series] 20 269.8 270.5 (2.07) 3.595 (0.20) 3.452. ... is halved (see the curves for s = 10 mm and s = 20 mm in Figure 6).

  3. A STUDY OF CONTAMINANT TRANSPORTINVOLVING DENSITY DRIVEN FLOW AND ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR268.pdf
    22 Aug 2001: 20. Prototype time /years. 20. Prototype time /years. 30 40. Prototype time /years. ... 28 -. 1 5 -. qrgji&3. T. 10 -. S-. 8 I I I0 20 4@.

  4. SE6_P1CO.VER

    www-civ.eng.cam.ac.uk/cjb/papers/p43.pdf
    15 Nov 2001: 25The Structural Engineer Volume 79/No 6 20 March 2001. ceptible to stability problems. ... The Structural Engineer Volume 79/No 6 20 March 200126. given by M/ϕ.

  5. Uniaxial and eccentric compressive behaviour of spirally confined…

    www-civ.eng.cam.ac.uk/cjb/papers/cp54.pdf
    20 Dec 2001: The spiral is assumed to have a pitch of 20 mm and an internal diameter of 90 mm, with a centre-centre distance for the overlapping spirals of 45 mm.

  6. Modelling the transport ofa pulse of two contaminants through ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR301.pdf
    17 Aug 2001: 2 hours and 20 minutes, followed by deionised water for 1 hour and 18 minutes, at 1OOg. ... formation (Evans, 1994) the model was consolidated to 150g for 4 hours and 20 minutes.

  7. Centrifuge modelling ofinertial loading and pore pressure effects…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf
    17 Aug 2001: models, and from Z = 20 mm to Z = -350 mm in Series C models. ... were placed on the surface and at depths of 20 mm and 60 mm.

  8. Compkmentary Shear Stressesin Dynamic Centrifuge Modelling…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR243.pdf
    22 Aug 2001: 1 7. 7. 23.c. 20.5. Averageacceleration. m/s2. 3 4. 6 7. ... ii 20. g 8. _ -20. -4e! i=-em. 0.00 0.10 0.1s 8.20.

  9. Study of Pollutant Spillage andElectrokinetic Soil Remediation C.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR302.pdf
    17 Aug 2001: I60. I6 NaClNaCl 0. 10. 1 0.180.18 29.629.6. 0.060.06 0.20.2 88. ... 1 6 - 0.1 M SODIUMSULPHATE. - SOLUTION14 -. 12 -. 10 -. 8 -. 6 -r. 4 ’20. I30! I I I I I40 50 60 70 80Temperature (degrees celcius).

  10. Soil Grouting in theMini-Drum Centrifuge M D Bolton and ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR266.pdf
    22 Aug 2001: 1 0. 0.38. z$j 0.36izg 0.34Yb. E. 0.32. 0.26 :20 22 24 26 28 30. ... 20 21 22 23Time(secs). 24 25 26. Time(secs). Soil Heave at Surface.

  11. Migration of aqueous acetoneand KC1 through E-Kaolin: minidrum…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR284.pdf
    17 Aug 2001: samples #3, #lO, #13, #20, #30, and #35(a). Four of these were analysed in the same. ... Date Samples. Thursday 22 June 95 #lO, #20, #30. Friday 23 June 95 #3, #13, #35(a).

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