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101 - 110 of 194 search results for TALK:PC53 20 where 0 match all words and 194 match some words.

  1. Results that match 1 of 2 words

  2. https://people.ast.cam.ac.uk/~rgm/apmcat/cds/apmcat_eo319_240000P00000…

    https://people.ast.cam.ac.uk/~rgm/apmcat/cds/apmcat_eo319_240000P000000.list
    10 Mar 2001: 18.95 -1 -0.64 4.5 0.07 146 20.96 -1 0.88 4.6 0.14 29 5 0 0 4.59 0 0 27.1 0.00 ... 59 59.92 -0 1 57.6 17.80 -1 2.59 7.4 0.20 24 19.35 -1 0.76 7.0 0.11 13 17.

  3. Process Encyclopaedia

    www-materials.eng.cam.ac.uk/mpsite/process_encyc/non-IE/die_casting.html
    8 Sep 2001: Matchbox" cars) are probably the most widely known. Very small components like zipper teeth can be made at over 20,000 an hour!

  4. Neurocase(1999) Vol. 5, pp. 379–406 ©Oxford University Press 1999 ...

    www.memlab.psychol.cam.ac.uk/pubs/Simons1999%20Neurocase.pdf
    12 Jan 2001: Neuropsychologia 1982; 20: 5–20. Nielsen JM. Agnosia, apraxia, aphasia. Their value in cerebrallocalization.

  5. CUED/D-SoilsITR289 title paqe Drum centrifuge study ofthree-leg…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR289.pdf
    17 Aug 2001: are around 20% higher in two-way cycling and 30% higher in positively-biased. ... 20. Craig, W.H., James, R.G., and Schofield, A.N., (eds), 1988, Centrifuges in SoilMechanics, Balkema.

  6. i GEOCRISP - A Version of CRISP93for Geosynthetic-Soil Applications…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR288.pdf
    17 Aug 2001: The user is advised to refer to pages 20 and 21of CRISP93 user’s manual (Vol. ... 20, pp 236-260. van Zanten, R.V. (ed.) (1986). GeotextiIes and Geomembranes in Civil Engineering.

  7. 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.

  8. 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.

  9. 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.

  10. 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.

  11. 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.

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