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111 - 130 of 430 search results for Economics test |u:www-civ.eng.cam.ac.uk where 31 match all words and 399 match some words.
  1. Results that match 1 of 2 words

  2. In Situ Soil Testing for Foundation Performance Prediction Yueyang ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-zhao.html
    11 Mar 2008: Small-strain stiffness and its dependency on mean stress level were successfully measured and compared well against data obtained from triaxial tests.
  3. Evaluation of Shear Modulus and Damping in Dynamic Centrifuge ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf
    12 Oct 2004: shear stress. In many centrifuge tests, neither apply. Therefore shear stress is evaluated. ... curves/element test data, and is apparently better at smaller (< 0.05%) strains.
  4. A Mass Flux and Partitioning Tracer Concept for DNAPL Source Zone…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-page.htm
    29 Nov 2007: In all simulations and tank tests, PITT-based PCE volume estimates showed wide ranges of accuracy, ranging from 70% under prediction to 20% overprediction.
  5. Computer simulations of crushable aggregates

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-robertson.htm
    14 Mar 2002: A discrete element package PFC3D is then used to model individual particles in simple crushing tests.
  6. Lateral loading of piles due to embankment construction

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst_springman.html
    13 Apr 2011: The algorithm was checked against the centrifuge model test results and the numerical analyses, and design charts were produced for free headed piles only_ Finally a design procedure was recommended for
  7. Tunnelling in sands and the response of buildings

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst_farrell.html
    10 Jan 2011: Significant excess pore pressures were generated by the jet grouting. Further investigation into greenfield ground movements in sands has also been carried out, through comparison of three separate centrifuge tests which
  8. Lubrication and soil conditioning in pipejacking and tunnelling

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-borghi.html
    14 Dec 2006: Tests performed using different chemical compositions but under otherwise identical conditions demonstrated that the lubricant composition significantly affects the rate of build-up as well as the final magnitude of effective
  9. The significance of boundary conditions in dynamic centrifuge…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-teymur.htm
    16 Apr 2002: effects. A series of centrifuge tests involving loose and dense, dry and saturated models of homogeneous horizontal sand layers has been carried out to investigate the effects of the end-walls
  10. Centrifuge and numerical modelling of dense non-aqueous phase liquid…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-coumoulos.htm
    8 Apr 2003: A series of 12 centrifuge tests was designed and carried out at the Schofield Centrifuge Centre using the 10m beam centrifuge.
  11. 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.
  12. In-Situ Photocatalytic Remediation of Organic Contaminants in…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Lim.html
    22 Jun 2010: A model was constructed and tested in a 4 L column (cylindrical) reactor, using the MB test to characterise the reactor performance and operating conditions.
  13. 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. ... test of LNAPL migration in sloping sand layers. Contours of LNAPL concentration.
  14. 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.
  15. www-civ.eng.cam.ac.uk/cjb/papers/p69.pdf

    www-civ.eng.cam.ac.uk/cjb/papers/p69.pdf
    8 Apr 2011:
  16. Ground Improvement with Conventional and Novel Binders

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-jegandan.html
    14 Oct 2010: Also, novel binders such as magnesia cement, zeolite cement and slag-magnesia blend were also studied to test their applicability in ground improvement.
  17. Remediation of DNAPL using Surfactant flushing-Mass flux approach.

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-kulasooriya.htm
    23 Nov 2005: This flow bypass effect can reduce the overall mass flux. Comparison between the one-dimensional column and two-dimensional tank test results show that the flow bypass resulted in a
  18. frprcs9final00067

    www-civ.eng.cam.ac.uk/cjb/papers/cp85.pdf
    26 Mar 2010: Tensile, SIM and SSM tests were conducted using the same experimental set-up (Fig. ... in deriving rupture times which by conventional creep tests would have required months or years.
  19. TR338

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR338.pdf
    6 Oct 2005: 3. Testing Procedure Testing procedure was similar for both IT04 and IT06 tests. ... 10. 0. 10. 20. g. Time(s). TEST IT04. FLIGHT 1. Scales: Model.
  20. TR339

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR339.pdf
    6 Oct 2005: This chapter presents results from dynamic centrifuge tests on three difference MSW landfill. ... Table 1.4 Simulated earthquake loadings in test IT07, prototype scale [model scale].
  21. ACM-046

    www-civ.eng.cam.ac.uk/cjb/papers/cp66.pdf
    20 Jul 2004: Test No. No. of tests 5hrs 5hrs 5hrs 5hrs 5hrs. SIM70-01-01/02 2 25 40 60 80 100. ... Two tests were carried out at each test number; to distinguish them the following identification was used:. •

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