Search

Search Funnelback University

Search powered by Funnelback
10 results 20 results 50 results
Relevance Date (Newest first) Date (Oldest first) Title (A-Z) Title (Z-A) Distance URL (A-Z) URL (Z-A) Shuffle
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. TechRep_1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf
    26 Mar 2001: Parameter Rib Membrane. Density (kg/m3) 7000 1. Young's Modulus (GPa) 200 20. ... 14 4.52 6.87 6.21. 15 4.56 6.98 7.20. Mode 8. Mode 4.

  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. RE-APPRAISAL OF TERZAGHI’S SOIL MECHANICS

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR316.pdf
    17 Aug 2001: A standard cone has 80 grams mass. The standardLiquid Limit wL is the water content such that the 80 gram cone penetrates 20 mm into the paste.Undergraduate teaching in Cambridge ... Vol. Weight ln 20 ln d mmFig. 6a Fig 6b. water content w 1 Site wP w wL

Refine your results

clear all

Date

Search history

Recently clicked results

Recently clicked results

Your click history is empty.

Recent searches

Recent searches

Your search history is empty.