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101 - 110 of 408 search results for news |u:www-civ.eng.cam.ac.uk

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  2. Elastic Folding of Reflector Antennas

    www-civ.eng.cam.ac.uk/dsl/ltdish.html
    6 Nov 2007: This new concept consists of a thin walled graphite mesh dish -made from material with a triaxial weave with an integral lattice of ribs and connecting elements, with a stiffening hoop

  3. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/10ibell.pdf
    25 Jul 2007: By considering this new dimension for the cone, predictions against reality were found to be fairly accurate, and four representative predicted vs actual load-deflection plots are shown in Figure 15, ... Clearly, there is significant improvement. The

  4. Discussion: Laboratory measurement of strength mobilisationin kaolin: …

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/216%20discussion.pdf
    28 Nov 2013: 2012). Invited keynote: quandary in geomaterialcharacterization: new vs. old. In Shaking the foundations ofgeoengineering education. ... 1975). Discussion: new design procedure for thestability of soft clays. ASCE J.

  5. Symmetry and states of self stress intriangulated toroidal frames ...

    www-civ.eng.cam.ac.uk/dsl/publications/torus.pdf
    22 Jan 2002: Graduate Texts in Mathematics, Springer, New York. 9. Figures. (a). (b).

  6. New Document

    www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_migration/photos.htm
    14 Aug 2001: Video image from centrifuge test of DNAPL. migration in sloping sand layers. Contours of DNAPL concentration. deduced by image analysis. Digital still image from 2-dimensional flume. test of LNAPL migration in sloping sand layers. Contours of LNAPL

  7. UNIVERSITY OF CAMBRIDGE Department of Engineering Bridge Research…

    www-civ.eng.cam.ac.uk/brg/posts/furtherdetails_new.html
    24 Jul 2006: The primary requirement is for a high intellectual capability and the ability to comprehend new concepts quickly as well as work with other specialist disciplines to produce a working prototype of ... engineers from some of the major bridge owning

  8. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/hicksabs.htm
    10 Nov 2003: correlation with the new experimental results as well as data from 90 push tests conducted elsewhere. ... Therefore, five new expressions based on concrete plasticity theory, have been developed for this form of failure.

  9. New Document

    www-civ.eng.cam.ac.uk/geotech_new/facilities/model_testing/1-G_testing/photos.htm
    27 Jun 2001: Calibration chamber for measurement of. displacements and strains during pile penetration. Image of pile flush against observation window. Displacement vectors calculated. by image analysis software. Pull-out test showing a soil-mixed column.

  10. Physical Modelling of Jet Grouting Process

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ji.html
    22 Dec 2008: A new model is constructed to estimate the ultimate cutting distance by the jet. ... The new model is developed to cover jet grouting cases using single fluid and double fluid jet grouting systems.

  11. Stability of marine pipelines on unstable and liquefied seabed

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-teh.htm
    29 Nov 2007: This thesis examines the paradoxes in the conventional definition of soil liquefaction and proposes a new mechanism for wave-induced seabed liquefaction. ... The new design method is verified against measurements from the wave flume experiments, and also

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