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  1. Results that match 1 of 2 words

  2. 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.
  3. cde235 2454..2461

    https://www2.mrc-lmb.cam.ac.uk/groups/JYL/PDF/MinC%20EMBO%202001.pdf
    4 May 2001: Peak fractionswere pooled and concentrated before loading onto a Sephacryl S200column (Amersham Pharmacia) equilibrated in 20 mM Tris, 1 mM EDTAand 1 mM NaN3 pH 7.0. ... Proc. NatlAcad. Sci. USA, 92, 43134317. Received February 19, 2001; revised March 20,
  4. E:CURRENT_WORKTENSEGRITY_FORM-FINDINGPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/tensegrity.pdf
    2 Apr 2001: to satisfy 20 constraint equations, 15 on the cable lengths plus 5 on the struts. ... are shown in Fig. 11. 20. Obviously, changing the relation between qt and qb while keeping ql fixed, changes the relative.
  5. report1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf
    21 Mar 2001: Equilibrium in the n-direction requires (Flugge 1973, p. 20-23). 11R1. 22R2. = ... which is equivalent to. (x1 x2)2 (y1 y2)2 = (X1 X2)2 (Y1 Y2)2 (Z1 Z2)2 (2.20)Here, x1, y1, x2 and y2 are unknowns but, assuming
  6. 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.
  7. CIRSI_build+set_up_02

    https://people.ast.cam.ac.uk/~cdm/CIRSI_build+set_up_02.htm
    22 May 2001: This requires a power supply that delivers 20 volts and 1.1 amps to be attached to the connector from the auxiliary port that has two wander plugs (one red and ... Once the box is constructed it may be moved over the round plate and the 20 bolts inserted
  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. About this document ...

    https://people.ast.cam.ac.uk/~xmmssc/xidops/latex/ssc-cam-tn-0003-2/node17.html
    27 Feb 2001: translator Version 95.1 (Fri Jan 20 1995) Copyright 1993, 1994, Nikos Drakos, Computer Based Learning Unit, University of Leeds.
  10. 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.
  11. https://people.ast.cam.ac.uk/~rgm/apmcat/cds/apmcat_eo1401_120000P0000…

    https://people.ast.cam.ac.uk/~rgm/apmcat/cds/apmcat_eo1401_120000P000000.list
    7 Mar 2001: 3 0.32 54 21.20 -1 1.51 5.8 0.29 74 8 11 59 58.72 0 0 3.9 19.55 -1 1.32 4.8 ... 8 19.76 -1 1.24 4.3 0.42 68 0.00 0 0.00 0.0 0.00 0 20.

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