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61 - 70 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. Modelling of EmbankmentConstruction on Soft Clay in the Mk ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR303.pdf
    17 Aug 2001: 1 2 NEW SAND POURING TECHNIQUE. 12.1 Introduction12.2 Preliminary tests. 12.2.1 Initial designs12.2.2 Sand base layer12.2.3 Test with spreader apparatus / friction problem. ... Every other aspect of the tests were identical. Severe pockmarking

  3. Centrifuge and Analytical Studies of Full HeightBridge Abutment on ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR278.pdf
    17 Aug 2001: 14. 4.1 Brief descriptions of the two tests. 4.2 Preliminary assessment of the test results. ... The additional. procedures have been demonstrated by working examples based on these tests.

  4. 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.

  5. A User’s Guide tothe STRAINS program (Version 1.0 for ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR280.pdf
    17 Aug 2001: JFKl F-lSOS4F001. The first four characters can be test identifier and next four characters can befilm identifier. ... Geometry changes of the system during the test have negligible effect on thecalculated results.

  6. Title: "Press-in Piling: The installation of instrumented steel…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/104_DFP_2001_199_208.pdf
    6 Oct 2001: Heavy rain maintained the water table at ground level throughout the test period. ... These tests consisted of a control test followed by tests with internal and external driving shoes.

  7. EMPIRICAL PILE DESIGN BASED ON CONE PENETROMETER DATA: AN EXPLANATION …

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/103_DFP_2001_125_132.pdf
    6 Oct 2001: strains. All the transducers were carefully calibrated before and after the centrifuge tests and responded linearly throughout the relevant stress range, with no change in calibration factor during the test series. ... A linear potentiometer, calibrated

  8. 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.

  9. Numerical modelling of theelectrokinetic remediation ofheavy metal…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf
    17 Aug 2001: measured in laboratory test JMEK07, an experiment on E-grade Kaolin clay spiked with. ... measured in laboratory test JMEK07 superimposed. In figure 13 the final distributions of both.

  10. 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.

  11. i GEOCRISP - A Version of CRISP93for Geosynthetic-Soil Applications…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR288.pdf
    17 Aug 2001: A modified matching procedure for plane strain analysis is alsopresented. In near future, the drainage element is intended to be used in the back-analysis of acentrifuge test on reinforced embankments ... The input specifications for thisfeature are

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