Search

Search Funnelback University

Search powered by Funnelback
10 results 20 results 50 results
Relevance Date (Newest first) Date (Oldest first) Title (A-Z) Title (Z-A) Distance URL (A-Z) URL (Z-A) Shuffle
Did you mean economiespast |u:www-civ.eng.cam.ac.uk?
11 - 20 of 28 search results for Economics test |u:www-civ.eng.cam.ac.uk where 1 match all words and 27 match some words.

  1. Results that match 1 of 2 words

  2. Permeability and stress-strain response of speswhite kaolin

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-al-tabbaa.html
    23 Feb 2006: A detailed experimental investigation of the stress-strain behaviour of kaolin was carried out using a computer controlled triaxial apparatus supplemented by tests in an oedometer.

  3. 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.

  4. Wrinkled membranesPart I: experiments

    www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p02-p.pdf
    23 Feb 2006: All test results presented in this section were obtained on 380 mm widemembranes with a height, between the supports, of 128 mm. ... Laser scanning frame. 3.2. Shear test apparatus. 3.3. Square membrane apparatus.

  5. Osman, A. S., Mair, R. J. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/176.pdf
    16 Nov 2006: Two series of centrifuge tests on plane-section tunnels in clay were conducted. ... Details of the centrifuge tests used in thevalidation of the proposed deformation mechanism are.

  6. 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.

  7. doi:10.1098/rspa.2005.1598

    www-civ.eng.cam.ac.uk/dsl/publications/Guest%20&%20Pellegrino.pdf
    2 Feb 2006: If bending and twisting are decoupled in theD matrix, then the test for positive definiteness reduces to (5.2).

  8. 5aUK01.indd

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/161_16_ICSMGE_OSAKA_2005_2837_2840.pdf
    25 Jan 2006: al. 1995). The aim of the test (test A) was to study the short-term behaviour and the ultimate bearing capacity of rigid foundations under vertical loads. ... direct simple shear tests) on a representative un-disturbed sample. The maximum incremental

  9. Computation of Buckling Pressure of Pumpkin Balloons

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1803-983.pdf
    11 May 2006: VI. Properties of Test Balloons. The geometric and material properties of a series of experimental balloons that have been investigatedas part of the ULDB development will serve in the following as

  10. 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.

  11. Osaka2004r

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/143_IS_OSAKA_June_2004_93_98.pdf
    25 Jan 2006: The MSD method is used to back analyze tests on instrumented rigid square pads performed at the soft clay test site at Bothkennar in Scotland (UK). ... 3. BACK ANALYSIS OF LOADING TESTS ON A STIFF FOOTING AT BOTHKENNAR 3.1 Site Bothkennar soft clay test

Refine your results

clear all

Date

Search history

Recently clicked results

Recently clicked results

Your click history is empty.

Recent searches

Recent searches

Your search history is empty.