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Compkmentary Shear Stressesin Dynamic Centrifuge Modelling…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR243.pdf22 Aug 2001: 200. - - PPTIOO310.0. kPa/div. L I. -- PPT222 '5.00, PAP. - -
Easter2001
https://www.reporter.admin.cam.ac.uk/reporter/2000-01/special/17/2.pdf4 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. -
CUED/D-SoilsITR289 title paqe Drum centrifuge study ofthree-leg…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR289.pdf17 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 -
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.pdf6 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. -
74913-2 253..262
www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf9 Nov 2001: 25. 30. 10. 15. 0. 5. 0 100 200 300 400 500Distance: mm. -
Centrifuge modelling ofinertial loading and pore pressure effects…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf17 Aug 2001: of 10 cm /- 2 cm with a rate of discharge of 200 cc per minute /- 10 cc. -
OrdersText01.qk
https://www.reporter.admin.cam.ac.uk/reporter/2000-01/special/15/1.pdf24 May 2001: Continuity and change in Latin literature, from 200–650 (MLT1 Paper. ML1) Sidgwick Avenue Lecture-roomsWednesday 30 May 9–12 A2. -
PRELIMINARY CENTRIFUGE TESTS USINGTHE STORED ANGULAR MOMENTUM (SAM)…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR298.pdf17 Aug 2001: 1300 1400 1500. [ msec]. 1600 0 100 200. Ml. Scales : Prototype. -
Structure and Motion from Silhouettesby Kwan-Yee Kenneth WongWolfson…
mi.eng.cam.ac.uk/reports/svr-ftp/wong_phd_thesis.pdf18 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. -
Particle Shape Characterisationusing Fourier Analysis Elisabeth T.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR315.pdf17 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
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