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TechRep_1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf26 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. -
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.pdf6 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]. -
Particle Shape Characterisationusing Fourier Analysis Elisabeth T.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR315.pdf17 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. -
TR307
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR307.pdf17 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 -
TR305
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR305.pdf17 Aug 2001: On the other hand a trench 20 to 30 feet deep with unsupported vertical sides can be excavated in stiff plastic clay. -
LIQUEFACTION AND DAM FAILURES B. Mubnmthan’ and A.N.Schofield’…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR310.pdf17 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. -
CUED/D-SoilsiTR290 title paae Numerical modelling of three-leg…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR290.pdf17 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. -
A User’s Guide tothe STRAINS program (Version 1.0 for ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR280.pdf17 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. -
CUED/D-SoilsITR289 title paqe Drum centrifuge study ofthree-leg…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR289.pdf17 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. -
RE-APPRAISAL OF TERZAGHI’S SOIL MECHANICS
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR316.pdf17 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
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