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1 - 10 of 25 search results for Economics test |u:www-civ.eng.cam.ac.uk where 1 match all words and 24 match some words.
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  2. with a viewfor use ast are beingns. A widethat ...

    www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf
    25 Apr 2005: Fig. 1 shows the test dused, together with notional views of the scale and shape peters. ... However, because the test set of data containecompleted tests, the analysis has been carried out only fordata.
  3. Results that match 1 of 2 words

  4. TR337

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR337.pdf
    6 Oct 2005: g. Time(s). TEST IT09. FLIGHT 1. Scales: Prototype. Long-Term Time Records. ... 5. 0. 5. 10. g. Time(s). TEST IT09. FLIGHT 1. Scales: Model.
  5. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/Ongabs.html
    16 Mar 2005: Where available, model test solutions have also been used as benchmark.
  6. Numerical and physical models of rate effects in soil penetration

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mfsilva.htm
    9 Nov 2005: However, only when drainage conditions during a piezocone test are fully understood can the piezocone measurements be correlated to the soil properties. ... The implications of a partially drained piezocone test are discussed, and the use of multi-rate
  7. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/Ekstromabs.html
    10 Mar 2005: A set of reference results for evaluation of the IR-welded samples is created from tensile tests of parent material single-ply and oven moulded single, five and six layer samples.
  8. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/Imhofabs.html
    13 Jul 2005: To ensure the most efficient use of limited economic resources, it is important that such actions are only undertaken on those bridges which actually need intervention.
  9. Tyge Schioler, University of Cambridge

    www-civ.eng.cam.ac.uk/dsl/Schioler/research/array.html
    2 Feb 2005: An analysis of the deployment of the array was done using ProMechanica and compared to video footage taken of deployment tests.
  10. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/jensenabs.html
    5 May 2005: This increase has been based on the flexibility and better economic performance offered by venues featuring retractable roofs compared to those with traditional fixed roofs.
  11. Predicting ground displacement in clay during construction

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-osman.html
    27 Apr 2005: Geotechnical Engineering Group. Abstract. The work reported in this dissertation is a contribution to the development of a new design method, based directly on the data of accurately chosen soil tests, ... Comparisons are also made with field studies
  12. Centrifugal Modelling of Slides Triggering Mechanism in Layered Fill…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-yslee.htm
    9 Nov 2005: Completely decomposed granitie (CDG), a typical soil found in Hong Kong, was used for the centrifuge tests of loose fill slopes. ... In the centrifuge tests, shear localized progressive failure is visualized by means of an image analysis developed by CUED

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