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111 - 120 of 191 search results for TALK:PC53 20 where 0 match all words and 191 match some words.

  1. Results that match 1 of 2 words

  2. THEsMALLsTRAINsTrFFNESsO F A CARBONATE STIFF CLAY C.W.W. Ng, M.D. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR279.pdf
    17 Aug 2001: i ‘1‘4. Brick-L3 (UB) Brick-= (VB). Brick-W (LB) Brick-u (LB). 20 15 1 0 5Lateral inward displacacnt (mm). ... u-. tL. ti. 35. 30. 25. 20. 15. 10. 5. 00 0.002.

  3. Original Cam-clay A.N. Schofield* CUED/D=Soils/TR259 (1993) This is…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR259.pdf
    22 Aug 2001: stress as. 2 ans/icsoftsoilengg/nov93/fmal version. p’ = g (0, 20,) - 11 = (0; 20:)/3,. ... 4,dq =MP’ dP’. (20). This equation is integrable. Introducing the stress ratio q/p’ = q , and.

  4. The Role of Micro-Mechanics in Soil Mechanics

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR313.pdf
    15 Aug 2001: b = -0.357. b = -0.420. b = -0.343. 1 2 3 5 10 20 30 50average particle size (mm). ... 0.2. 0.51. 2. 5. 10. 20. 50fσ (MPa). mean /- 2s.

  5. Basis_Quante–

    https://www-keeler.ch.cam.ac.uk/lectures/quant_a4.pdf
    1 Feb 2001: The processes of going from a system of one spin. 1–20.

  6. 4–1 4 Coherence Selection: Phase Cycling and Gradient Pulses ...

    https://www-keeler.ch.cam.ac.uk/lectures/phasen_a4.pdf
    1 Feb 2001: 4–20. phase cycle it in such a way as to select a particular value of p.

  7. LIQUEFACTION AND DAM FAILURES B. Mubnmthan’ and A.N.Schofield’…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR310.pdf
    17 Aug 2001: Cambridge for 20 years. In Section III of this paper Casagrande reiterated his belief that. ... 1980). Cambridge geotechnical centrifuge operations, 20”’ RankineLecture. GQotechnique, X(3), pp. 227-268.

  8. Centrifuge and Analytical Studies of Full HeightBridge Abutment on ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR278.pdf
    17 Aug 2001: Soil type EAE3 EAE4soft clay c, = 21.2 kN/m2 & 27.7 kN/m2 c, = 20.9 kN/m2 & 30.8 khVm2. ... over 21 days. Using wick drains, about 20% of the total excess pore pressure.

  9. 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.

  10. 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).

  11. Revue de Neuropsychologie2000, Vol. 10, n° 1, 199-215 New ...

    www.memlab.psychol.cam.ac.uk/pubs/Simons2000%20Revue.pdf
    6 Feb 2001: 214 J. S. Simons and K. S. Graham. hippocampal lesions. Journal of Neurology, Neurosurgery and Psychia-try, 20, 11-21.

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