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221 - 230 of 430 search results for Economics test |u:www-civ.eng.cam.ac.uk where 31 match all words and 399 match some words.

  1. Results that match 1 of 2 words

  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. Enginuity July 2003

    www-civ.eng.cam.ac.uk/dsl/enginuity.pdf
    10 Sep 2003: We allknow that engineers should have a knowledgeof economics, but Phillips made an enormouscontribution and showed that economists couldlearn much from engineering!

  4. FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...

    www-civ.eng.cam.ac.uk/cjb/papers/cp76.pdf
    26 Mar 2010: The exact σ -w relations of a given concrete can only be known from direct uniaxial tensile tests. ... 11] Bažant, Z.P., “Choice of Standard Fracture Test for Concrete and Its Statistical Evaluation”, International Journal of Fracture, 118, 2002,

  5. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/03baskaran.pdf
    11 Jul 2007: and Kiat, C. H., “Test of a 14-column irregular flat-plate floor”, Research. ... N., Irawan P. and Kiat, C. H., “Test of a 7-column irregular flat-plate floor”.

  6. 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.

  7. D:CURRENT_WORKTSR HINGEPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/TSR_hinge.pdf
    21 Jan 2002: A summary of allthe test results and analytical predictions is given in Table 1. ... The test results for the overall stiffness of thehinge in each component direction can be seen in Figure 7.

  8. 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.

  9. 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,.

  10. 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.

  11. 162_full

    www-civ.eng.cam.ac.uk/cjb/papers/cp75.pdf
    26 Mar 2010: There have been many studies where researchers have conducted tests on confined concrete, to which curves have been fitted, but very little work that goes back to the fundamental properties of ... Space does not permit here the comparisons that have been

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