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1 - 8 of 8 search results for Economics test |u:www-civ.eng.cam.ac.uk where 0 match all words and 8 match some words.

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  2. University of Cambridge

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Liu_L.pdf
    25 Jul 2012: The disturbance effect of the Self-Boring Pressuremeter test in drained conditions e.g. ... Thanet sand is simplified to a cavity contraction occurring before the test proper.

  3. Centrifuge modelling of submarine landslides flow

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Gue_CS.pdf
    9 Mar 2012: the centrifuge tests. The Depth Averaged Material Point Method (DAMPM) is used in. ... conditions given in the centrifuge tests. Both the results from the centrifuge tests and.

  4. Chian SC - Thesis Abstract _2_

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Chiansc.pdf
    20 Jan 2012: floatation. Centrifuge tests conducted at the Schofield Centre of the University of Cambridge have established the risk of buoyant circular underground structures in loose saturated sands to floatation. ... Keywords: underground structures, floatation,

  5. Contents.indd

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/214.pdf
    20 Mar 2012: Richardson and Whitman (1963), for example, used triaxial tests with variable strain-rates. ... Data rate corrected (5% per log cycle) to 'standard' day-long triaxial test.

  6. 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

  7. t11-052 1485..1503

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/212.pdf
    20 Mar 2012: 2. Tests excluded from the database. Table 2. Analysis of test categories in the database. ... In K0-triaxial tests the test curves do not start at zero shearstress.

  8. Take, W. A. & Bolton, M. D. (2011). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/211.pdf
    20 Mar 2012: 12(b). At test waypointD, the patch is considered to be at the origin of the plot ofrelative displacement. ... φ φ mob cs. Overestimated mobilisationof strength. Curved peak strengthenvelope. Overestimation of peak strengthenvelope using tests

  9. Energy Conservation as a Principle Underlying MobilizableStrength…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/210.pdf
    20 Mar 2012: Raw shear stress-straindata from soil tests on representative undisturbed samples couldthen be used directly to link stresses and strains under working con-ditions and thereby to deduce soil strains and ... Fig. 12 shows the degree of mobilization β of

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