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81 - 100 of 157 search results for katalk:PC53 24 / where 0 match all words and 157 match some words.
  1. Results that match 1 of 2 words

  2. Particle Shape Characterisationusing Fourier Analysis Elisabeth T.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR315.pdf
    17 Aug 2001: respectively, for the complex Fourier analysis’. (c) I- 24 Fourier descriptors. ... 64 -56 -48 -40 -32 -24 -16 - 8 0 8 16 2 4 3 2 40 4 8 5 6 6 4.
  3. Fields_status.txt

    https://people.ast.cam.ac.uk/~xmmssc/xidops/latex/ssc-cam-tn-0005-1/node6.html
    27 Feb 2001: fieldname:GO;Xray Source List;list;expt.;25;52;24;41;57:Xray Image,25,52,24,41, 57:ApmCat:DSS Images,gen1,poss2 r,poss2 b:WFC ... appropriate. The bands are: 25: 0.2 to 0.5 keV, 52: 0.5 to 2 keV, 24: 2 to 4.5 keV, 41: 4.5 to 10 keV, 57:?
  4. ; NAME: ; background ; PURPOSE: ; This function ...

    https://people.ast.cam.ac.uk/~xmmssc/xidops/docs/idl/background.html
    27 Feb 2001: Last modified: Tue Feb 27 12:07:24 2001.
  5. 1 Feb 2001: 3–1. 3 Basic concepts fortwo-dimensional NMR. ,QWURGXFWLRQ. The basic ideas of two-dimensional NMR will be introduced by reference tothe appearance of a COSY spectrum; later in this lecture the productoperator formalism will be used to predict the
  6. A Thermally Controlled TestChamber for Centrifuge and Laboratory…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR296.pdf
    17 Aug 2001: After 24.5 hours the compressed air supply was turned off, resulting in a slow butsteady increase in the inner tub temperature over the next 25 hours. ... TlwrrtumS 40 30 20 10 0 -10 -20 90&tuntton 37 24 15 9 6.5 3.2 1.8 1.0'SatlJntion Moillure calbrlt
  7. i GEOCRISP - A Version of CRISP93for Geosynthetic-Soil Applications…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR288.pdf
    17 Aug 2001: po-YE 36 -. i 3 2 -& _t _P-I0, 24 -:: -. --- __l_-_-----.--.l_. - -._.->. /. Technical Report No. CUED/D-SoiWTR288 Sharma I.,. ... it will not produce. 1 1. hm,=. o:(l+ e) (24). The co-efficient of volume change depends on the void ratio as well as the
  8. Analysis of Earthquake Motions

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR312.pdf
    17 Aug 2001: Station N-S E-W U-D Epicentral DistanceARC 0.92 0.41 0.35 35CNA 0.77 0.41 0.24 105BUR 0.44 0.31 0.2 130. ... respectively. 24. (N-S). (E-W). (U-D). Figure 3.4.3 Wavelet analysis of ARC signal.
  9. 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: 24. Critical state soil mechanics associates rapid geotechnical disasters with soil on. ... 25. Leonards. G.A. (Ed.) (1986). “Special issue on Dam failures.” Engineering Gcoo:,24( 1-4).
  10. Basis_Quante–

    https://www-keeler.ch.cam.ac.uk/lectures/quant_a4.pdf
    1 Feb 2001: These details aresummarized in the diagram below. 2 J122 J1213 24 12 34. ... 1–24. The corresponding equation for cβ is found by left multiplying by 〈β|.
  11. Neurocase(1999) Vol. 5, pp. 379–406 ©Oxford University Press 1999 ...

    www.memlab.psychol.cam.ac.uk/pubs/Simons1999%20Neurocase.pdf
    12 Jan 2001: Neurocase(1999) Vol. 5, pp. 379–406 Oxford University Press 1999. PREVIOUS CASES. The Auditory Agnosias. Jon S. Simons and Matthew A. Lambon RalphMRC Cognition and Brain Sciences Unit, Cambridge. Auditory agnosia refers to the defective
  12. 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.
  13. Easter2001

    https://www.reporter.admin.cam.ac.uk/reporter/2000-01/special/17/3.pdf
    4 Jul 2001: Creditors: Amounts Falling Duewithin one year 9 (25.75) (24.43) (21.00) (27.17). ... 25.75 24.43 21.00 27.17. 10. PROVISIONS FOR LIABILITIES AND CHARGES. GROUP.
  14. Crystal Structure of the SMC Head Domain: An ABC ATPase with 900…

    https://www2.mrc-lmb.cam.ac.uk/groups/JYL/PDF/TmSMChd%20JMB%202001.pdf
    20 Feb 2001: J. Appl. Crystallog. 24, 946-950. Laskowski, R. A., Macarthur, M. W., Moss, D.
  15. 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.
  16. Basis_Quante–

    https://www-keeler.ch.cam.ac.uk/lectures/quant_letter.pdf
    1 Feb 2001: These details are summarized in thediagram below. 2 J122 J1213 24 12 34. ... 1–24. 1.6.1.2 Ensemble averages; bulk magnetization. In order to compute, say, the x-magnetization from the whole sample, it isnecessary to add up the individual contributions
  17. Extracting pattern from scattereddata - applicability of artificial…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR299.pdf
    17 Aug 2001: Extracting pattern from scattereddata - applicability of artificial. neural networks to the interpretationof bearing capacity data. bYby John D. McKinley. CUED / D - SOILS / TR.299 (1996). Extracting pattern from scattered data - applicability of
  18. Centrifuge modelling ofinertial loading and pore pressure effects…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf
    17 Aug 2001: centrifuge model earthquakes. Ph.D. Thesis. Cambridge University, U.K., pp. 24-39. Pilgrim, N.K.
  19. 1 Mar 2001: "#$%&(')#,-!&! /01. 24356798;:<=3?>-3A@CB06-D-E4FHGJILKANMPO9QRSGJQUTRKAV4WYXZ[. 79]-8P6-_8Pba_ccd. e f4]-8PgihE7kj%D-gml798PnPgmo"bpqDE0gD79798PgiDE,rJ79s_8;o;ft7&Duo5 8P6-fvsgiDEowB0Dx=)ow8;7979oe fy]-8zgihE7 eN{ aHd9|}. pqDE0iDh.
  20. Numerical modelling of theelectrokinetic remediation ofheavy metal…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf
    17 Aug 2001: the advection-dispersion equation. The dispersion coefficient is given by:. DL = 0,: a,V (24). ... distribution of total copper respectively, while figures 23, 24 and 25 show the corresponding.
  21. 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: 1: 24 0 0.00 0 0 0.0 Coordinates (J2000) Rmag Class Sigma Ellipse parms Bmag Class Sigma Ellipse parms (a,e,phi) No. ... 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.

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