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Did you mean economiespast |u:www-civ.eng.cam.ac.uk?
1 - 10 of 28 search results for Economics test |u:www-civ.eng.cam.ac.uk where 1 match all words and 27 match some words.

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  2. Yetginer, A. G., White, D. J. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/168_Geotechnique_No.56_(5)_349_354.pdf
    12 Oct 2006: Load test results from jacked pilesinstalled closer than this recommended minimum spacingare presented. ... Fig. 1. Maintained load tests on square and circular cellfoundations! "! #. $ %#&. '&(). (%. &(. , (. (-. $ '. Fig. 2. Ground conditions at test

  3. Results that match 1 of 2 words

  4. add25_osaka_ICSMGE_2005_jpeg

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/164_ICSMGE_OSAKA_2005_Vol2_2103_2106.pdf
    12 Jan 2006: 2 METHODOLOGY. 2.1 Ground conditions. This series of pile load tests was conducted during summer 2003 at the Takasu test site located in Kochi, Japan. ... Figure 2. Ground conditions at test site. Figure 3. Arrangement of test piles.

  5. Horizontal arching of earth pressures on retaining structures

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-chua.htm
    26 Jan 2006: In this research, the horizontal arching mechanism and lateral deformations of cantilever walls are investigated using centrifuge tests. ... A series of six tests was carried out at 45g and the panel widths and thicknesses around the model basement were

  6. Osmanconf32a33

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/148_ICSFF_Singapore_2004.pdf
    25 Jan 2006: The working strain is then deduced from the mobilised shear stress using raw test data. ... The BRICK model simulation allowed for deposition, erosion, and re-deposition, followed by a triaxial test to failure.

  7. Wrinkled membranesPart III: numerical simulations

    www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p04-p.pdf
    23 Feb 2006: to reproducethe conditions that may exist at the beginning of a test. ... 5.1.1. Initial imperfections. Many different combinations of eigenmodes and scal-ing factors were considered to test the sensitivity of the results of the detailedwrinkling analysis

  8. Tape Spring Large Deployable Antenna

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1601-386.pdf
    11 May 2006: TOP SIDE. Figure 11. Test piece drawing (dimensions in mm). 7 of 12. ... First test-piece (a) hung for display (b) showing connectors at the back.

  9. NEW CONCEPTS FOR SPACECRAFT ANTENNAS AND RADAR STRUCTURESBASED ON ...

    www-civ.eng.cam.ac.uk/dsl/publications/New%20concepts.pdf
    17 Feb 2006: Displacement (mm). Fo. rce. (N. ). Test. Abaqus. Figure 12: Response to horizontal tip loads. ... Displacement (mm). Fo. rce. (N. ). Test. Abaqus. 6. Figure 13: Response to vertical tip loads.

  10. Proceedings of the 5th International Conference onComputation of…

    www-civ.eng.cam.ac.uk/dsl/publications/Gan_Pellegrino_abst.pdf
    2 Feb 2006: the existence of intermediate configurations where the path bifurcates. In this paper, we aim to developa simple and yet efficient analysis scheme that enables a designer to test for the existence

  11. Osman, A. S., Bolton, M. D. & Mair, R. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/177.pdf
    16 Nov 2006: These twoanalytical solutions have been validated against five pre-viously published centrifuge tests. ... Shear strain contoursFigure 7(a) shows the shear strain contours for test 2DP at.

  12. Ground Improvement of Organic Soils Using Wet Deep Soil Mixing

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Hernandez-Martinez.html
    11 Jul 2006: This is achieved by conducting a series of unconfined compression tests in wet-soil mixed specimens prepared both mechanically and using a laboratory-scale auger-mixing equipment.

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