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121 - 140 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 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.
  3. 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.
  4. 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.
  5. 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.
  6. www-civ.eng.cam.ac.uk/cjb/papers/p69.pdf

    www-civ.eng.cam.ac.uk/cjb/papers/p69.pdf
    8 Apr 2011:
  7. 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
  8. 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.
  9. 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.
  10. 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].
  11. 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:. •
  12. www-civ.eng.cam.ac.uk/cjb/papers/cp20.pdf

    www-civ.eng.cam.ac.uk/cjb/papers/cp20.pdf
    11 Aug 2003:
  13. 20 Dec 2001: The test was continued until snapping of the spiral occurred. For circular concrete specimens with a single spiral, tests were made at 8 days, 15 days and 28 days to obtain ... CONCLUSIONS Concentric compression tests on short AFRP spirally-confined
  14. 021003_GIANNOPOULOS

    www-civ.eng.cam.ac.uk/cjb/papers/cp89.pdf
    26 Mar 2010: Tests had to be carried out at various temperatures levels and for that reason the test apparatus included a Thermo center oven (Fig. ... 160oC. Each test was repeated three times, giving a total of 72 tests.
  15. 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.
  16. 27 Mar 2010: Therefore long-term creep of ropes is a subject of interest. However, few long-term creep tests have been performed in literature, as this kind of test is costly. ... temperature (the initial strain value is determined by performing tensile tests for
  17. 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
  18. 24 May 2005: the study to avoid damaging the RF probe. Experimental apparatus. The test beam. ... Tests showed. that eight-yarn bars had a tensile strength of 2380 MPa.
  19. FRPRCS-10-Taher-Burgoyne-Cambridge-Final

    www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf
    8 Apr 2011: Double-shear pull tests and single-shear pull tests have been the most popular test methods, as a result of their simplicity (Chen et al., 2001). ... Figure 2 — Direct pull out tests set-ups. (a) Beam test (b) Modified beam test.
  20. 25 Aug 2006: whether these shear lap tests actually simulate the debonding mechanism of real beams. ... RILEM Report 5, Fracture Mechanics Test Methods for Concrete, RILEM, International Union of Testing and Research Laboratories for Materials and Structures, London,
  21. DVIWindo paper_IUTAM.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/bistabletubes.pdf
    19 Oct 1999: a) Tension test. 0 0.01 0.02 0.030. 5. 10. 15. 20. ... 25. x (1/mm). Mx. per. unit. wid. th (. kN). (b) Bending test.

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