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  2. Soil Grouting in theMini-Drum Centrifuge M D Bolton and ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR266.pdf
    22 Aug 2001: 1 3 Exposed section of clay on the ‘Horizontal’ fracture surface in Test. ... Figure 14 shows cross-sectionaldetails of the set adhesive from test CYC 10.
  3. Original Cam-clay A.N. Schofield* CUED/D=Soils/TR259 (1993) This is…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR259.pdf
    22 Aug 2001: This is a morecommon test - the undrained triaxial test with pore pressure measurement. ... People whoperform triaxial tests will find that 1:his is not a difficult way to plot their test data.
  4. Centrifuge modelling ofinertial loading and pore pressure effects…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf
    17 Aug 2001: therefore relatively small. Test NP18 differed from the other tests in that seepage had. ... 6” slopes suffer greater deformation than the steeper 18” slopes. (g) The depth of flow recorded by Test NP16, Figure 9, is typical for Series C tests.
  5. THEsMALLsTRAINsTrFFNESsO F A CARBONATE STIFF CLAY C.W.W. Ng, M.D. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR279.pdf
    17 Aug 2001: obtained from Essex (Samuels, 1975). Acid-base titration tests were also carried out. ... test,. 2. modification of the reception corner of each hinge attachment for cyclic tests,.
  6. SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf
    17 Aug 2001: I 6579 o b 3478 I! 1 /Base7A Ji ‘3441Fig. 4 Test geometry and instrument. - ... ACC. layout for test NPO2. O PPT. Table 4 Some properties of silicone oil.
  7. Extracting pattern from scattereddata - applicability of artificial…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR299.pdf
    17 Aug 2001: test SE0020.50. This was common to the tests in series SE, and is reflected in the generally. ... lower relative errors in test series SE than in the corresponding tests in series SF, which may.
  8. TR307

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR307.pdf
    17 Aug 2001: Drum centrifuges were developed in Cambridge to reduce the cost of centrifuge tests, improve the accuracy, and reduce the labour and the time needed for any one test series. ... In a series of tests the walls of the model container are relatively closer
  9. Re-appraisal of Terzaghi’s soil mechanicsAndrew Schofield, Emeritus…

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans-Istanbul-5.ppt
    17 Sep 2001: wet sıde of crıtıcal states. A point Terzaghi missed in interpreting test data. ... Good centrifuge tests of soil-paste models achieves this. Map of soil behaviour (Schofield 1980).
  10. GEOTECHNICAL CENTRIFUGEDEVELOPMENT CAN CORRECT A SOIL MECHANICS ERROR …

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR308.pdf
    17 Aug 2001: Drum centrifuges were developed in Cambridge to reduce the cost of centrifuge tests, and toimprove the accuracy and reduce the labour and the time needed for any one test series. ... So for series of tests the walls of the model container arerelatively
  11. TR305

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR305.pdf
    17 Aug 2001: Terzaghi’s analysis of test data considered Mohr’s circles at the end of tests. ... The early stages of such tests took place relatively quickly and drainage was poor.
  12. 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.
  13. 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.
  14. 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.
  15. 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.
  16. 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.
  17. 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.
  18. 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
  19. 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.
  20. 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.
  21. 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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