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Did you mean economiespast |u:www-civ.eng.cam.ac.uk?
1 - 10 of 71 search results for Economics test |u:www-civ.eng.cam.ac.uk where 4 match all words and 67 match some words.

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  2. 74913-2 253..262

    www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf
    9 Nov 2001: models32 etc. The code rules are mostly based on a set of tests. ... Would. such a bridge be economic? It is made from a rectangular block.

  3. ADVANCED COMPOSITES - THE CHALLENGE TO BRIDGE DESIGNERS C ...

    www-civ.eng.cam.ac.uk/cjb/papers/cp48.pdf
    31 Aug 2001: Is this because thetechnology is wrong? Are the economics wrong? Are engineers too conservative? ... There will thus need to be research before economic designrules can be introduced.

  4. Grouted ground anchors and the soil mechanics aspects of cement…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mckinley.htm
    24 Aug 2001: John D McKinley, Cambridge University. Geotechnical Engineering Group. Abstract. Civil Engineers have used grouted ground anchors to transmit tensile loads into the soil because of the technique’s economic and practical ... The calculated values for

  5. The Study ofRelative Density and Boundary Effects for Cone ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR256.pdf
    22 Aug 2001: 2.2 Some remarks about calibration chamber tests. 3 Centrifuge Tests. 3.1 Test programme. ... 3.1 Test programme. The detail and geometry of the tests are tabulated in Table 1.

  6. Results that match 1 of 2 words

  7. 1 1PhD student, Cambridge University, Cambridge, UK2MEng student,…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/95_DFI_2000_299_310.pdf
    6 Oct 2001: installation of pile B; the test wasrepeated using an uninstrumented pile to obtaintrace C. ... In contrast, unplugged resistance is. 7. Test BD = 162.5mm. Test AD = 318.5mm.

  8. 1 INTRODUCTION 1.1 Predicting pile behaviour The axial capacity ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/122_ICPMG_2002_649_654.pdf
    14 Dec 2001: The ‘near’ element undergoes strains which significantly exceed those seen in conven-tional element tests. ... Lee, S.Y. 1990. Centrifuge modelling of cone penetration test-ing in cohesionless soils.

  9. 1 INTRODUCTION Delayed failure of embankments and cut slopes ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/123_CCM_191_197.pdf
    2 Oct 2001: The gravity ‘turn-on’ technique of such a centrifuge test produced dramatic results and did not require complicated excavation or surcharging systems to bring the slope to failure. ... progressive failure in overcon-solidated embankments using

  10. 1 INTRODUCTION Many macroscopic phenomena of granular media are ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/106_ICMGM_2001_69_72.pdf
    6 Oct 2001: Two applications are used for il-lustration; an element test and a physical model. ... Fourier Descriptor Analysis (FDA). GRAIN-SCALE AND MACROSCOPIC OBSERVATIONS IN AN ELEMENT TEST.

  11. A Bench-Scale Test Seriesfor Seabed Soils A.S. FaranskiCUED / ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR304.pdf
    17 Aug 2001: This report describes the test methods and presents the results of the tests in all threesoil types tested. ... l the usefulness of results obtained in drained penetrometer tests, which fail to show cleartrends compared with undrained penetrometer test

  12. A STUDY OF CONTAMINANT TRANSPORTINVOLVING DENSITY DRIVEN FLOW AND ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR268.pdf
    22 Aug 2001: laws, describes a typical centrifuge test and compares the results with a numerical. ... parameters which were determined by laboratory tests. Prototype test values areconsidered and all results are presented in prototype test times.

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