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51 - 60 of 71 search results for Economics test |u:www-civ.eng.cam.ac.uk where 4 match all words and 67 match some words.
  1. Results that match 1 of 2 words

  2. RE-APPRAISAL OF TERZAGHI’S SOIL MECHANICS

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR316.pdf
    17 Aug 2001: 4. CS interpretation of triaxial test data, and ‘Wet clay’ (Original Cam-clay). ... Both drained and undrained test paths were predicted to lie on a line DC in Fig11.
  3. Stress wave propagationin a centrifuge model S.P.Gopal Madabhushi…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR272.pdf
    22 Aug 2001: Table 1) for a ‘8Og’ centrifuge test. This modified acceleration history was applied to. ... sl. Scales : Model. TEST FIG.NO. _. data points plotted per complete transducer record.
  4. CUED/D-SoilsITR289 title paqe Drum centrifuge study ofthree-leg…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR289.pdf
    17 Aug 2001: jackup on over-consolidated speswhite kaolin clay. Laboratory test data for this clay. ... test A. Three cycles were applied in tests B and C.
  5. CUED/D-SoilsiTR290 title paae Numerical modelling of three-leg…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR290.pdf
    17 Aug 2001: In this section, simulation results are compared with centrifuge model test data for. ... Acknowledqements. Test YT2-3L-C was part of a series of tests funded by Esso Exploration and.
  6. Dynamic Response of theEquivalent Shear Beam (ESB) Container S.P.G.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR270.pdf
    22 Aug 2001: The displacement of the model container and the block building models during centrifuge tests. ... S c a l e s : Model. TEST _, FIG.NO.MODEL M G - 1.
  7. LIQUEFACTION AND DAM FAILURES B. Mubnmthan’ and A.N.Schofield’…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR310.pdf
    17 Aug 2001: almost fully mobilised. Rapid fiGlure was expected in his load controlled tests near. ... centrifuge tests would be in solving liquefaction problems. Co-operation began in 1975.
  8. Particle Shape Characterisationusing Fourier Analysis Elisabeth T.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR315.pdf
    17 Aug 2001: triangular and square (t-Tests - Elongation: t=2.773, P=O.O06; Triangularity:t=2.398, P=O.O18; Squareness: t=2.285, P=O.O24) than C. ... OOl), whilst Squareness reduces slightly, though not significantly (t-Test Squareness:t=l.O22, PzO.307) and
  9. The Role of Micro-Mechanics in Soil Mechanics

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR313.pdf
    15 Aug 2001: undrained tests could only byconducted approximately due to difficulties with water control at boundaries. ... N. R. σmax ′. 7. records of the test history, where it has been written.
  10. Strong Motion at Port Islandduring the Kobe Earthquake S.P.G. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR285.pdf
    17 Aug 2001: TEST FIG.NO. MODEL 15FLIGHT TIME RECORDS. data points plotted per complete transducer record. ... TEST FIG.NO. ’. MODEL 2 8. FLIGHTTIME RECORDS. data points plotted per complete transducer record.
  11. Natural Frequency of a Horizontal Soil LayerPart II: Saturated ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR273.pdf
    17 Aug 2001: Photographs. were taken during the model preparation, before and after each centrifuge test. ... centrifuge test. ACC 1572 however registers some movement of the transducer in the.

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