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  2. Publications / Presentations

    www-civ.eng.cam.ac.uk/geotech_new/people/lynch/pubrl.html
    7 Mar 2002: 28. R J Lynch and P A James, " The evaluation of a new cool on-column GC injector" presented at the 20th International Symposium on Chromatography, Bournmouth, 1994.
  3. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/aberleabs.htm
    31 Jul 2008: These new formulations, based on power series, are applicable for any degree of shear stiffness and any axial load. ... The new element formulations, together with the proposed solution procedures are implemented into an essentially new computer program.
  4. CUED Structures Group Theses - Kangwai

    www-civ.eng.cam.ac.uk/abstract/rdkmabs.htm
    4 Nov 2003: by R D Kangwai. A symmetric structure is a structure that can be brought into a new position which is mechanically and geometrically identical to its original position. ... This thesis provides a new application of group theory to the force method of
  5. CUED Structures Group Theses - Lipscombe

    www-civ.eng.cam.ac.uk/abstract/prlabs.htm
    23 Sep 1998: A new theoretical model is developed to explain the experimental behaviour, it allows the block to lose contact with the foundation after impact. ... The predictions of the new 'bouncing' model match the experimental results well.
  6. New Document

    www-civ.eng.cam.ac.uk/geotech_new/facilities/model_testing/beam/photos.htm
    26 Jun 2001: The 10 metre beam centrifuge. A centrifuge package on its swing. An instrumented foundation. A flexible earthquake model container.
  7.  

    www-civ.eng.cam.ac.uk/dsl/publications.html
    19 Feb 2008: In Proc. SPACE98, April 26-30, 1998, Albuquerque, New Mexico (Edited by R. ... 1989. Kwan, A. S. K. and Pellegrino, S. (1989). A new deployable mast.
  8. Abstract Heavily overconsolidated clays like London Clay present an…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/K_Ellison.pdf
    4 May 2012: The improved performance of the new models is demonstrated through materialpoint simulations of a variety of conventional and nonconventional laboratory tests.The importance of anisotropy for boundary value problems is then
  9. University of Cambridge

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Liu_L.pdf
    25 Jul 2012: The new model embeds the non-linear elasticity and strain hardening and softening properties into the ordinary Mohr Coulomb model.
  10. Chris Calladine

    www-civ.eng.cam.ac.uk/struct/crc/publications.html
    21 Aug 2008: The Structural Engineer, 51, 147-154 (1973). 35. C.R. Calladine, 'A new thermodynamic diagram for representing steady one-dimensional compressible fluid flow', J. ... Gupta, pp 71-97, Wiley Eastern, New Delhi (1993). 104. C.R. Calladine, "Causes of
  11. Chris Burgoyne Research Page

    www-civ.eng.cam.ac.uk/cjb/cjbresearch1.html
    12 Oct 2010: Slightly paradoxically, development of new tension materials focusses attention on the failure mechanisms of concrete.

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