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Compkmentary Shear Stressesin Dynamic Centrifuge Modelling…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR243.pdf22 Aug 2001: 200. - - PPTIOO310.0. kPa/div. L I. -- PPT222 '5.00, PAP. - -
Implementation and Validation of Schapery-Rand Anisotropic…
www-civ.eng.cam.ac.uk/dsl/publications/paper.pdf18 May 2007: 0 100 200 300 400 500. meridional. strains. hoop. strains. equator. -
Thermo-Elastic Behaviour of Single Ply Triaxial Woven Fabric…
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1899-892.pdf11 May 2006: 1,1520-strip 34,975 25,72890-strip 27,295 19,200. -
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. -
Natural Frequency of a Horizontal Soil LayerPart II: Saturated ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR273.pdf17 Aug 2001: 15 I. 1. 0.5. 0 loo 200 300 El 500 600 700. ... 1. 5. 1. 0.5. 0 IW 200 3w 400 500 0 rw. -
The measurement of particle size distribution using the Single ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf20 Aug 2002: reduction in the “D1%” size can be easily identified. 100 200 300 400 500 600 700 800 900 100 00. ... 200 300 400 500. Run B2-B3: Fraction C(same sample repeated). Runs B4-B5: Entire samplefrom runs 2-3 spiked withpart of sample from run 1. -
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. -
Wrinkled membranesPart III: numerical simulations
www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p04-p.pdf23 Feb 2006: Principal midplane stresses across section A-A of mem-brane in shear. 0 200 400. ... 0.5. 0. 0.5. 0 100 200 300 400. (a) (b). (c) (d). -
74913-2 253..262
www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf9 Nov 2001: 25. 30. 10. 15. 0. 5. 0 100 200 300 400 500Distance: mm. -
Centrifuge modelling ofinertial loading and pore pressure effects…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf17 Aug 2001: of 10 cm /- 2 cm with a rate of discharge of 200 cc per minute /- 10 cc. -
A New Technique for Simulation of Collapseof a Tunnel ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR286.pdf7 May 2002: G. -10w -20. IsI -30 1. (Contour levels in mm)I. 100 200 400 500. ... Final Profile 1 -200. Figure 3.7 Buckled 0.002” thick tunnel lining (Test PRETUN2). -
Water supply to a geotechnicalcentrifuge Paul Shepley MEngLecturer,…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/225.pdf28 Nov 2013: pressure of 200 kPa, directly to the centrifuge slip rings. Maximum pressures of 1?3 MPa were experienced at the package,. ... 00–600 –400 –200. Calculated pressure at slip rings, Ps: kPa400200 600. -
K:PAPERSSPRINGBACK DESIGNPAPERSDM-PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1498.pdf18 Feb 2002: Analytical 5 5 0.928 1.320 1.225 2.451 1 0.993 1.223 1.225 2.45FE (ν =. 3) 1 1 1.119 1.200 1.253 ... 0 50 100 150 200 250. 0.5. 0.6. 0.7. 0.8. 0.9. -
with a viewfor use ast are beingns. A widethat ...
www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf25 Apr 2005: 3 77.1 53.200. 3 75.8 72.915. 1.5 73.3 3.4526. 1.5 73.3 4.9342. -
C:\users\djw29\Papers\Iacmag2001\IACMAG_Paper_White.PDF
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/99_IACMAG_2001_Proc_997_1002.pdf6 Jan 2004: strain throughout the field of interest. A typicalcentrifuge model might have a 300 mm 200 mm areaof interest. ... Since the Kodak DC280 digital cameraprovides 1760 1168 pixel images, the resultingprecision when viewing a 300 mm 200 mm soilmodel is 17 µm -
1 INTRODUCTION Many macroscopic phenomena of granular media are ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/106_ICMGM_2001_69_72.pdf6 Oct 2001: 300 200 100 0 300 200 100 0. Virgin soil Elongation Asymmetry Triangularity Squareness. -
gt490411 543..552
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/79_Geotechnique_No49_Is4_543_552.pdf5 Jan 2004: 400. 350. 300. 250. 200. 150. 100. 50. 00 10 20 30 40 50 60 70 80 90 100. ... 500. 400. 300. 200. 100. 0403020100. Test No.Relativedensity:. %. LCPC-1CUED-1RUB-1DIA-1. ISMES-1. -
Soil-Structure Interaction_ver7
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR334.pdf15 Feb 2005: In order for the iterative procedure to be more efficient than the direct method the number of nodes involved in the computation must be greater then about 200 the number of ... rion. fact. or. Ep/Es=8000, L/r0=50Ep/Es=200 , L/r0=20Ep/Es=8000, L/r0=50 - -
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. -
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: 200. 159. 100. 620. 200. 354249. 850. Piston actuator. Jacking force load cellModel pile. ... 150. 200. 0.0 10.0 20.0. Unit base resistance, qb [M Pa].
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