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41 - 50 of 59 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 59 match some words.

  1. Results that match 1 of 2 words

  2. 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: 0. 1. 2. 3. 4. 5. 6. 7. 8. 9. 0 10 20 30 40. ... 5. 6. 7. 8. 9. 0 5 10 15 20 25 30 35.

  3. 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: This follows the general trends observed by others (e.g. [8], [11], [15], [20]). ... 150. 200. 0.0 10.0 20.0. Unit base resistance, qb [M Pa].

  4. Particle Shape Characterisationusing Fourier Analysis Elisabeth T.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR315.pdf
    17 Aug 2001: Groups of individual sand grains were electron micro-photographed using a constant SEM tiltangle of 20”. ... 20. 10. 0. Fig. 6 Particle size distributions for sands analysed.

  5. TR307

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR307.pdf
    17 Aug 2001: If it was decided to plan a series of up to 50 tests, about 20 litres of soil would be closely affected by each test, which is a prototype volume of

  6. TR305

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR305.pdf
    17 Aug 2001: On the other hand a trench 20 to 30 feet deep with unsupported vertical sides can be excavated in stiff plastic clay.

  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: Cambridge for 20 years. In Section III of this paper Casagrande reiterated his belief that. ... 1980). Cambridge geotechnical centrifuge operations, 20”’ RankineLecture. GQotechnique, X(3), pp. 227-268.

  8. 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: 20. Hambly, E.C., 1990, “Overturning Instability”, ASCE Journal of GeotechnicalEngineering, 116(4), 704-709. ... 0.3. 0.20.4 -0.3 -0.2 -0.1 0 0.1 0.2 0.3. M2zJ3 WV.

  9. 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: 20. A. 1 INTRODUCTION. 2O. A.2 ASSLMIIONS. 21A.3 THE TRANSFORMATION OF CO-ORDINATES. ... At least 4 Mb of RAM. 8 Mb preferred.2. At least 20 Mb of hard disk space.3.

  10. 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: are around 20% higher in two-way cycling and 30% higher in positively-biased. ... 20. Craig, W.H., James, R.G., and Schofield, A.N., (eds), 1988, Centrifuges in SoilMechanics, Balkema.

  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: A C C 3 4 3 60 E. -20 Mb=-25.5. [msec]. /. ... mms]. Max=BO.l. PPT6514.40-. 2.m-. Ml=-3.0. b-1. Max=35.6. PPT6260. ml=-0.6. 20 20 40 90 wo[m=cl.

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