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11 - 19 of 19 search results for Economics test |u:www-civ.eng.cam.ac.uk where 0 match all words and 19 match some words.

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  2. Welcome to the Cambridge Geotechnical Group

    www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_remediation/text.htm
    27 Jun 2008: Future tests will address the effect of rate limited mass transfer from NAPL phase to vapour phase. ... The effect of surfactant delivery method on the efficiency of surfactant enhanced dissolution remediation is investigated from batch scale to

  3. Welcome to the Cambridge Geotechnical Group

    www-civ.eng.cam.ac.uk/geotech_new/research/earthquakes/boundary/text.html
    27 Jun 2008: At present, all earthquake tests carried out at Cambridge use one of two "equivalent shear beam" (ESB) model containers of the latter type.

  4.  

    www-civ.eng.cam.ac.uk/dsl/publications.html
    19 Feb 2008: K. and Pellegrino, S. (1991). The Pantographic Deployable Mast: design, structural performance and deployment tests.

  5. Welcome to the Cambridge Geotechnical Group

    www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_migration/text.htm
    27 Jun 2008: Centrifuge tests, simulating the one-dimensional consolidation of, and contaminant migration from, a mineral waste site were conducted and a two dimensional finite element program has been developed to simulate the

  6. 10853_2006_1360_42_8-web 2867..

    www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf
    10 Sep 2008: In addition to the tests carried out in this pro-. gramme, additional test data was available from ICI. ... and additional weight was given to the control tests, for. which more test data was available.

  7. t08-041 744..749

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/186.pdf
    21 Jul 2008: 2003) to analyze the imagesof pipe breakout captured in a centrifuge model test. ... The use of an average strength profile in theinterpretation of the test results is therefore justified.

  8. t07-037 977..996

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/184.pdf
    21 Jul 2008: Test programmeA total of five tests were carried out, two on kaolin and. ... the actuator was modified to eliminate friction within thevertical guides. The results of test WA1, which are typicalof these tests, are plotted in Fig.

  9. Bolton, M. D., Nakata, Y. & Cheng, Y. P. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/188.pdf
    7 Nov 2008: pression. It indicated the potential of using DEM simulationsto understand plastic behaviour of crushable soils seen inlaboratory tests. ... It is beneficial to consider the changes in four componentsof work and energy during simulated tests on DEM agglom

  10. Osman, A. S. et al. (2007). Géotechnique 57, No. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/183.pdf
    21 Aug 2008: q q. V V. H H. M M. /,. /,. /,. /m. axul. tul. tul. t. Soil triaxial test. V w–. H u–. ... Disconti-nuities in tangent stiffness provide the sternest test forpredictions based on self-similarity, such as by using MSD.

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