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1 - 10 of 40 search results for katalk:za33 24 |u:www-civ.eng.cam.ac.uk where 0 match all words and 40 match some words.
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  2. 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: u; 24 = ulo 24,. From the principle of effective stress, we know that. ... fan. 0 21 22 23 24 25 26Time(secs). Pore Pressures in Clay.
  3. SE6_P1CO.VER

    www-civ.eng.cam.ac.uk/cjb/papers/p43.pdf
    15 Nov 2001: v = wsinφ [ z4 - Lz3 L3z ]. (1)EIy 24 12 24where.
  4. E:CURRENT_WORKCRTS TECHNOLOGYREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/TR195.pdf
    5 Apr 2001: Configuration 12 13.4. 24 3.6. Circular 6 45.9. Configuration 12 12.5. ... apertures of 1, 3, 5, and 10 m, with 6, 12, and 24 ribs.
  5. Migration of aqueous acetoneand KC1 through E-Kaolin: minidrum…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR284.pdf
    17 Aug 2001: 23, #24, #25, #26, #27, #28, #29. Wednesday 28 June 95 #31, #32, #33, #34, #35(b), #37, #38, #39, #40,. ... 11.66 33.45. 14-15. 15-16. 1617. 17-1818-19. 19-2020-21. 2 l-2222-23. 23-24. 24-25.
  6. Study of Pollutant Spillage andElectrokinetic Soil Remediation C.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR302.pdf
    17 Aug 2001: 40. Distance /m. I. 6 0. FIGURE 24 PREDICTED CO.NTOURS OF SORMALISED cONCENTMTIONAFTER 16YEARS.
  7. report_final.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR192.pdf
    21 Mar 2001: 2.24). wherefromYoung(1989p.68). I x. =. R3t. 1. 3t 2R+. t2 R2. ... The transformation of the nodal coordinates is2. 4XYZ. 35 =. 24 cos sin 0sin cos 0.
  8. SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf
    17 Aug 2001: 1 5 01. ACCs 7 max=24.59. 1258 $j min=-27.760 0.05 0.1 0.15 02.
  9. 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. ... 1 0 1 2 1 4 1 6 1 8 20 2 2 24.
  10. Modelling of deformations inDynamic Soil-Structure Interaction…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR277.pdf
    17 Aug 2001: 2 2. % G 0 ACC 1 0. - 2 24 6.
  11. C:DOCUMENTS AND SETTINGSADMINISTRATORMY…

    www-civ.eng.cam.ac.uk/dsl/publications/tensereflect.pdf
    10 Nov 2001: b = 2 (15 6) 24 = 204 (5). Substituting Equations 4 and 5 into Equation 1 we obtain. ... 8. Figure 12: Variation of forces in net cables. 24. 0 5 10 15 20 25 303.5.

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