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  1. Results that match 1 of 2 words

  2. Easter2001

    https://www.reporter.admin.cam.ac.uk/reporter/2000-01/special/17/2.pdf
    4 Jul 2001: 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000. ... 38 27 122 86Wolfson College 70 47 48 26 111 62 229 135 65 43 43 22 92 48 200 113.
  3. Compkmentary Shear Stressesin Dynamic Centrifuge Modelling…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR243.pdf
    22 Aug 2001: 200. - - PPTIOO310.0. kPa/div. L I. -- PPT222 '5.00, PAP. -
  4. 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: CUED/D-SoilsITR289 title paqe. Drum centrifuge study ofthree-leg jackup models on clay. E.T.R.Dean’, R.G.James2’3, A.N.Schofield2’3,and Y.Tsukamoto4. Technical Report CUED/D-SoiWTR289Cambridge University Engineering Department. January 1996. 1
  5. 1 1PhD student, Cambridge University, Cambridge, UK2MEng student,…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/95_DFI_2000_299_310.pdf
    6 Oct 2001: Embeddeddepth (m). Driving load (kN) Soil column length (m)0 100 200 300 400 500. ... 9. Test B. Test A. De Nicola &Randolph (1997). Plug force (Qsi Wp) (kN)0 50 100 150 200 250.
  6. 74913-2 253..262

    www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf
    9 Nov 2001: 25. 30. 10. 15. 0. 5. 0 100 200 300 400 500Distance: mm.
  7. Centrifuge modelling ofinertial loading and pore pressure effects…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf
    17 Aug 2001: of 10 cm /- 2 cm with a rate of discharge of 200 cc per minute /- 10 cc.
  8. OrdersText01.qk

    https://www.reporter.admin.cam.ac.uk/reporter/2000-01/special/15/1.pdf
    24 May 2001: Continuity and change in Latin literature, from 200–650 (MLT1 Paper. ML1) Sidgwick Avenue Lecture-roomsWednesday 30 May 9–12 A2.
  9. PRELIMINARY CENTRIFUGE TESTS USINGTHE STORED ANGULAR MOMENTUM (SAM)…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR298.pdf
    17 Aug 2001: 1300 1400 1500. [ msec]. 1600 0 100 200. Ml. Scales : Prototype.
  10. Structure and Motion from Silhouettesby Kwan-Yee Kenneth WongWolfson…

    mi.eng.cam.ac.uk/reports/svr-ftp/wong_phd_thesis.pdf
    18 Oct 2001: Structure and Motion from Silhouettesby. Kwan-Yee Kenneth WongWolfson College. Department of EngineeringUniversity of Cambridge. A dissertation submitted tothe University of Cambridge. for the degree ofDoctor of Philosophy. Michaelmas Term 2001.
  11. Particle Shape Characterisationusing Fourier Analysis Elisabeth T.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR315.pdf
    17 Aug 2001: In general, it is felt that a minimum of 200 particles should beassessed to ensure reasonable statistical analysis (see Table l), although t-Tests may beundertaken on smaller sample sizes than
  12. THESIS.DOC

    www-g.eng.cam.ac.uk/whittle/publications/sf/sf%20thesis%20acrobat3.pdf
    8 Jan 2001: High-temperature demonstratorunit (HTDU). Tur. bine. ent. ry te. mpe. ratu. re -. K. 19501940 1960 1970 1980Entry into service. WhittleMaterial Improvements. 1,100. 1,200.
  13. Refined Structure of (alpha)(beta)-Tubulin at 3.5 A Resolution

    https://www2.mrc-lmb.cam.ac.uk/groups/JYL/PDF/jmb%20tubulin%20refinement.pdf
    3 Nov 2001: In fungi b-tubulin alsohas a phenylalanine at position 202, and accord-ingly residue 167 is an alanine while there is noconsensus for position 200.
  14. Strong Motion at Port Islandduring the Kobe Earthquake S.P.G. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR285.pdf
    17 Aug 2001: w. U-D direction. hw. 5 5 5. 9. 789.5. 200.0. 186.7.
  15. Modelling of EmbankmentConstruction on Soft Clay in the Mk ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR303.pdf
    17 Aug 2001: i< ,,-d. T (kN/m) I(Sample width = 200 mm. 3.5 -Gauge length = 200 mmExtension rate = 1 % per min.Temperature = 20 f I “C.
  16. Analysis of Earthquake Motions

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR312.pdf
    17 Aug 2001: 1. 1.2. 0 20 40 60 80 100 120 140 160 180 200.
  17. Multiview Geometry: Profiles and Self-Calibration Paulo Ricardo dos…

    mi.eng.cam.ac.uk/reports/svr-ftp/mendonca_phd-thesis.pdf
    22 May 2001: Multiview Geometry: Profiles and Self-Calibration. Paulo Ricardo dos Santos Mendonça. Jesus College. Lent Term 2001. A dissertation submitted to the University of Cambridge. for the degree of Doctor of Philosophy. To Cláudia. with all my love.
  18. E:CURRENT_WORKCRTS DEMONSTRATORREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS2001.pdf
    21 Mar 2001: Table 3.1: Physical properties of CuBe 165 alloy. Ultimate Tensile Stress, σmax Yield Stress, σyAnnealed 500 Nmm2 200 Nmm2.
  19. 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
  20. LectList2001

    https://www.reporter.admin.cam.ac.uk/reporter/2001-02/special/01/p88-96.pdf
    28 Sep 2001: Subject 200: MacroeconomicsCourse Co-ordinator: Mr K. Coutts. MR K. COUTTS, DR G.
  21. 1 INTRODUCTION 1.1 Predicting pile behaviour The axial capacity ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/122_ICPMG_2002_649_654.pdf
    14 Dec 2001: 400. -350. -300. -250. -200. -150. -100. -50. 0. -55 -50 -45 -40 -35 -30.
  22. LectList2001

    https://www.reporter.admin.cam.ac.uk/reporter/2001-02/special/01/p160-171.pdf
    28 Sep 2001: 200). T WO PA P E R S U B J E C T SCellular and Molecular Pharmacology.
  23. LectList2001

    https://www.reporter.admin.cam.ac.uk/reporter/2001-02/special/01/p172-207.pdf
    28 Sep 2001: DR S. H. P. MADDRELLThe Living Cell. (Four lectures). PROF. D. J. ELLARMacromolecules in the Cell. (Five lectures). DR J. DAVIESMembranes: Molecular Superstructure. (Five lectures). DR K. JOHNSTONE AND DR K. V. BRINDLEEnergy and Biosynthesis. (Ten

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