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Particle Shape Characterisationusing Fourier Analysis Elisabeth T.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR315.pdf17 Aug 2001: In general, it is felt that a minimum of 200 particles should beassessed to ensure reasonable statistical analysis (see Table l), although t-Tests may beundertaken on smaller sample sizes than -
The Role of Micro-Mechanics in Soil Mechanics
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR313.pdf15 Aug 2001: The Role of Micro-Mechanicsin Soil Mechanics. M.D.Bolton. CUED/D-Soils/TR313September 2000. Presented at the International Workshop on Soil CrushabilityYamaguchi University, Japan, July 1999. 1. The Role of Micro-Mechanics in Soil MechanicsMalcolm -
Analysis of Earthquake Motions
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR312.pdf17 Aug 2001: 1. 1.2. 0 20 40 60 80 100 120 140 160 180 200. -
A Bench-Scale Test Seriesfor Seabed Soils A.S. FaranskiCUED / ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR304.pdf17 Aug 2001: 10%. 6 %. 6%. 4 %. 2 %. 0 %0 200 400 a0 800 loo0 1200. ... Average Normalised Settlement, Atlantic Mud. 0 200 400 600 800 loo0 1200 14ocl. -
Modelling of EmbankmentConstruction on Soft Clay in the Mk ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR303.pdf17 Aug 2001: i< ,,-d. T (kN/m) I(Sample width = 200 mm. 3.5 -Gauge length = 200 mmExtension rate = 1 % per min.Temperature = 20 f I “C. -
Study of Pollutant Spillage andElectrokinetic Soil Remediation C.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR302.pdf17 Aug 2001: 1300 1.200 1,400. FIGURE 28 MPEK5 - CURRENT PROFILE WITH TIME. ... 0 100 200 300 400. DISTANCE (mm). FIGURE 3 1 FINAL SULPHATE CONCEh-l-RATIONS (CROSS-SECTION THROUGH THE MODEL.ALONG CENTRELINE OF ELECTRODES). -
SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf17 Aug 2001: y(mm)220200. Before-. 180 Afkr160 - -140. ig ( , , / , , yATntTy; /- 80-240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280. -
PRELIMINARY CENTRIFUGE TESTS USINGTHE STORED ANGULAR MOMENTUM (SAM)…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR298.pdf17 Aug 2001: 1300 1400 1500. [ msec]. 1600 0 100 200. Ml. Scales : Prototype. -
A Thermally Controlled TestChamber for Centrifuge and Laboratory…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR296.pdf17 Aug 2001: Cold end temperature is 200” - 147” - 6 3 F. -
Numerical modelling of theelectrokinetic remediation ofheavy metal…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf17 Aug 2001: Numerical modelling of theelectrokinetic remediation ofheavy metal contaminated soil. bYby John D. McKinley1 & Chrysanthi Savvidou2. CUED / D - SOILS / TR.292 (1997). ___. --. i Assistant Lecturer, Geotechnical Group, Department of Engineering,
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