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121 - 140 of 433 search results for Economics test |u:www-civ.eng.cam.ac.uk where 31 match all words and 402 match some words.
  1. Results that match 1 of 2 words

  2. 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.
  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. 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.
  5. 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].
  6. 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.
  7. 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.
  8. 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
  9. 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:. •
  10. www-civ.eng.cam.ac.uk/cjb/papers/p69.pdf

    www-civ.eng.cam.ac.uk/cjb/papers/p69.pdf
    8 Apr 2011:
  11. frprcs9Final00123

    www-civ.eng.cam.ac.uk/cjb/papers/cp84.pdf
    26 Mar 2010: 5 COMPARISONS WITH TESTS: PLATE END DEBONDING 5.1 Plate end interface crack induced debonding. ... The analysis of other test data also shows similar results validating the present analysis [4].
  12. 8 Apr 2011: Tests had to be carried out at various temperatures levels and for that reason the test apparatus included a Thermo center - Salvis Lab oven, as shown in Fig. ... The variation of the test data at all load levels about this line is small, indicating the
  13. 021004_GIANNOPOULOS

    www-civ.eng.cam.ac.uk/cjb/papers/cp90.pdf
    26 Mar 2010: A test plan of all creep tests carried out is given in Table 1. ... Some creep tests, for example test CCTK-70-01 (Fig. 6), had to be discarded, because slip events were observed.
  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. 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
  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. www-civ.eng.cam.ac.uk/cjb/papers/cp20.pdf

    www-civ.eng.cam.ac.uk/cjb/papers/cp20.pdf
    11 Aug 2003:
  18. New Document

    www-civ.eng.cam.ac.uk/geotech_new/facilities/model_testing/1-G_testing/photos.htm
    27 Jun 2001: Pull-out test showing a soil-mixed column.
  19. 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.
  20. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/hicksabs.htm
    10 Nov 2003: correlation with the new experimental results as well as data from 90 push tests conducted elsewhere. ... Two specific longitudinal splitting modes were experienced in the new tests, which were strongly influenced by the arrangement of the stud connectors
  21. CUED Structures Group Theses - Kuang

    www-civ.eng.cam.ac.uk/abstract/jskabs.htm
    10 Nov 2003: The method is less empirical and the predictions show good agreement with a wide range of test results from various sources. ... The proposed method for predicting the punching shear strength of laterally restrained slabs is shown to give good

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