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1 - 7 of 7 search results for scholarships page |u:www-civ.eng.cam.ac.uk |d=2002 where 0 match all words and 7 match some words.
  1. Results that match 1 of 2 words

  2. Rod Lynch's Home Page

    www-civ.eng.cam.ac.uk/geotech_new/people/lynch/lynch.html
    7 Mar 2002: Research Profile. Research is focussed mainly on contaminated land issues: in particular the remediation of contaminated soil and groundwater, the study of contaminant transport, and the development of in-situ contaminant sensors. Current research
  3. Deployable Tensegrity Structures for Space Applications

    www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf
    30 Jul 2002: θ. πi. v. )sin. πi. v+ l2c. (3.3). Equation (4.13) on page 83 should read:1. ... PEu = 5.28 kN or about 5.5P. Finally, the end of line 13 on page 87 should read:.
  4. TR324

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR324.pdf
    7 Oct 2002: CUED/D-SOILS/TR324 (October 2002) Page-17. 0. 50. 100. 150. 200. ... CUED/D-SOILS/TR324 (October 2002) Page-23. pressures of the far field.
  5. A New Technique for Simulation of Collapseof a Tunnel ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR286.pdf
    7 May 2002: Page 13. Technical Report No. CUED/D-Soils/TR286 Sharma & Bolton. 10. 0. - ... Page 14. Technical Report No. CUED/D-SOS/TRSharma & Eblton. c 0. ti.
  6. "","" .m. , , ~ .. BEHAVIOUR OF A ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR311.pdf
    7 May 2002: Further analyses flowed from the original Cam-clay model, and were the basis of teaching setout by Schofield (1966) (see my home page
  7. 1 INTRODUCTION The technology for the measurement of positive ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/120_ICPMG_2002_89_94.pdf
    26 Feb 2002: Andy Take is grateful for the financial support of the Commonwealth Scholarship Scheme.
  8. An atmospheric chamber for the investigation of the effect of…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/121_ICPMG_2002_765_770.pdf
    26 Feb 2002: cycles cause small, yet irrecoverable down slope displacement components. ACKNOWLEGEMENTS. The authors would like to acknowledge the financial support of the Commonwealth Scholarship Plan, and the technical support provided by Chris

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