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1 - 10 of 71 search results for KaKaoTalk:vb20 200 where 0 match all words and 71 match some words.

  1. Results that match 1 of 2 words

  2. VizieR Search Page

    https://people.ast.cam.ac.uk/~rgm/apmcat/cds/VizieR.html
    18 Jun 2001: Maximum Entries per table:. 10. 20. 50. 100. 200. 1000. 9999.

  3. VizieR Search Page

    https://people.ast.cam.ac.uk/~rgm/apmcat/cds/VizieR-apmcat-poss1-all.html
    27 Jun 2001: Maximum Entries per table:. 10. 20. 50. 100. 200. 1000. 9999.

  4. Uniaxial and eccentric compressive behaviour of spirally confined…

    www-civ.eng.cam.ac.uk/cjb/papers/cp53.pdf
    20 Dec 2001: Concrete Specimens The height of the concrete mould was 200 mm and the height of the spiral was 194 mm, so a thin 3 mm concrete cover could be provided at

  5. TOWER CONSTRUCTIONON LAYERED GROUND Data of beam centrifuge tests ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf
    29 Aug 2001: 1 2 7 8. 1 3 7 0. Tons. 9,500. 4,200. ... 300. 200. 100. 0. -200. Pisa1,13sqx91. 16:46 21% 3224 07:12 1Mo l&46.

  6. This page has been left blank. SPOKEN DOCUMENT RETRIEVAL ...

    mi.eng.cam.ac.uk/reports/svr-ftp/johnson_trec9.pdf
    29 Jul 2001: Different values oft and rwere investigated for the document expansion stage, but thereproved to be little difference between the results, so the valuesof t = 200, r = 10 were chosen to be ... 31 51.31s1 - - 12 26 59.11 57.14 54.04 50.65s1 200 10 - -

  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: p’=200 kPa (at A), (ii) isotropic unloading to p’=lOO kPa at B, (iii) shearing during. ... Fig.6. Stiffness-strain curve for Gault Clay. 800. s6 600. 400. 200.

  8. The Role of Micro-Mechanics in Soil Mechanics

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR313.pdf
    15 Aug 2001: The Role of Micro-Mechanicsin Soil Mechanics. M.D.Bolton. CUED/D-Soils/TR313September 2000. Presented at the International Workshop on Soil CrushabilityYamaguchi University, Japan, July 1999. 1. The Role of Micro-Mechanics in Soil MechanicsMalcolm

  9. The Cambridge Multimedia Document Retrieval (MDR) Project : Summary…

    mi.eng.cam.ac.uk/reports/full_html/sparckjones_cltr517.html/
    10 Oct 2001: 100 terms with DBRF1 t=200, r=10, tf=1 ; DBRF2 t=400, r=10, tf=1 ; DBRF t=200, r=20, tf=0.5 Parallel corpus recorded pre test collection, ... t=200 r=20, tf=0.5 (same as T8) X: For Trec-8 -> Nov 96 to Jan 98 (pre-trec-8) = 60,000 stories (129614 terms).

  10. TechRep_1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf
    26 Mar 2001: Parameter Rib Membrane. Density (kg/m3) 7000 1. Young's Modulus (GPa) 200 20. ... Table 4.6 shows that the natural frequencies of 1.5 m diameter re ectors withinitial stress of 50, 100, 200 N/m increases with the increase of prestress.

  11. Study of Pollutant Spillage andElectrokinetic Soil Remediation C.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR302.pdf
    17 Aug 2001: 1300 1.200 1,400. FIGURE 28 MPEK5 - CURRENT PROFILE WITH TIME. ... 0 100 200 300 400. DISTANCE (mm). FIGURE 3 1 FINAL SULPHATE CONCEh-l-RATIONS (CROSS-SECTION THROUGH THE MODEL.ALONG CENTRELINE OF ELECTRODES).

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