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  2. GEOTECHNICAL CENTRIFUGEDEVELOPMENT CAN CORRECT A SOIL MECHANICS ERROR …

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR308.pdf
    17 Aug 2001: safe tipping of new dry waste on old hydraulic lagoon disposalareas, with savings to industry of about three quarters of a million roubles per year. ... He had made full scale tests onretaining walls in 1929 that he reported in Engineering News-Record in
  3. 1 INTRODUCTION Delayed failure of embankments and cut slopes ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/123_CCM_191_197.pdf
    2 Oct 2001: to a new failure surface (Figure 5).
  4. report_final.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR192.pdf
    21 Mar 2001: Love, A. E. H. (1944). A treatise on the mathematical theory of elasticity., FourthEdition, Dover Publications, New York. ... 45, No. 5/6, pp. 973-984. Young, W. C. (1989). Roark's Formulas for stress and strain, Sixth Edition,McGraw-Hill, New York.
  5. E:CURRENT_WORKTENSEGRITY_FORM-FINDINGPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/tensegrity.pdf
    2 Apr 2001: new configurations. This purely geometric research resulted in a large number of configurations. ... configuration of new tensegrities, but less than ideal for structures with some known, or desired.
  6. 1 INTRODUCTION Many macroscopic phenomena of granular media are ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/106_ICMGM_2001_69_72.pdf
    6 Oct 2001: ABSTRACT: This paper describes some new techniques of image analysis, which offer an insight into the micromechanical behaviour of granular media. ... Fig. 4, A to F), and breakage of fresh particles n new locations (Fig.
  7. New Document

    www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_monitoring/photos.htm
    26 Jun 2001: A fibre-optic pollution sensor. A pollutant plume travelling past two fibre-optic sensors.
  8. A User’s Guide tothe STRAINS program (Version 1.0 for ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR280.pdf
    17 Aug 2001: The new co-ordinatesystem is related to the geometry of the apparatus (e.g. ... New captions canbe added. Colour, thickness or style of some of the lines may be changed.
  9. The Study ofRelative Density and Boundary Effects for Cone ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR256.pdf
    22 Aug 2001: which is the characteristic of deep foundations. The existence of a shallow penetration mechanism requires new correlations in order to. ... 7. New correlations are required to analyse the CPT data obtained from the centrifuge,.
  10. RE-APPRAISAL OF TERZAGHI’S SOIL MECHANICS

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR316.pdf
    17 Aug 2001: Navier C-L. M. H., (1819), New edition of Belidor, Paris. Ohta H. ... 4, pp 241-251. Taylor D. W., (1948), Fundamentals of Soil Mechanics John Wiley, New York.
  11. i GEOCRISP - A Version of CRISP93for Geosynthetic-Soil Applications…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR288.pdf
    17 Aug 2001: The reader may wonder at this stage about the possibility of using standard L!ST or LSQelements instead of the new drainage element to model the vertical drains. ... 2.2 Benchmark Testing. It is mandatory that the incorporation of a new element or a new

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