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PII: S0022-5096(00)00074-0
www-mech.eng.cam.ac.uk/profiles/fleck/papers/127.pdf16 May 2002: linearly. related to the Peach–Koehler force through the drag relation. f(k) = Bv(k); (24). ... 24) is taken to be B = 104 Pa s, all of which are. -
PII: S0022-5096(99)00097-6
www-mech.eng.cam.ac.uk/profiles/fleck/papers/120.pdf16 May 2002: On taking an inclination b 308, tY 50MPa, E 182 GPa and d 5:5 mm, the relation (24) gives Gmc 10:7 kJmÿ2.Thus, Gdc=Gmc equals 0.1, and ... Through-thickness stitching isa promising technique for raising Gdc, the use of thick bres elevates Gmc -
PII: S0020-7683(99)00328-5
www-mech.eng.cam.ac.uk/profiles/fleck/papers/102.pdf16 May 2002: 1 (f). 1/24-th of the soft sphere is. meshed. The mesh comprises about 4300 second order elements and 100,000 degrees of freedom; 20-node bricks and 15-node ... The mesh in Fig. 3(b) models a 1/24 of the central soft sphere. -
PII: S0022-5096(98)00122-7
www-mech.eng.cam.ac.uk/profiles/fleck/papers/100.pdf20 Feb 2002: PERGAMON Journal of the Mechanics and Physics of Solids. 36 "0888# 0552Ð0586. 9911!4985:88:,! see front matter Þ 0888 Elsevier Science Ltd[ All rights reservedPII] S 9 9 1 1! 4 9 8 5 " 8 7 # 9 9 0 1 1! 6. A constitutive model for -
JOURNAL OF CHEMICAL PHYSICS VOLUME 116, NUMBER 21 1 ...
www-klinowski.ch.cam.ac.uk/pdfs/386.pdf10 May 2002: Since the genus must be equto zero or to a positive integer,x can take the integer valueof 2, 0, 22, 24. -
Thesis Master RDS
www-g.eng.cam.ac.uk/whittle/publications/rds/RStieger_PhD.pdf17 May 2002: 24 2.3.3 Direct simulation of unsteady transition. 28 2.3.4 Comments on unsteady transition. -
TR324
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR324.pdf7 Oct 2002: CUED/D-SOILS/TR324 (October 2002) Page-24. Figure 18: Plastic deformation measurements of pile 8 after test SB-04. -
The measurement of particle size distribution using the Single ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf20 Aug 2002: CUED D/SOILS/TR321 White 2002 ________________________________________________________________________________________________________. 24. sample after each addition of fine material revealed that an evolution of a ‘tail’ in the. -
LATERAL SPREADING OF SLOPES
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf4 Mar 2002: 4.5 Test SKH-17 The results of test SKH-17 are plotted in Figures 21-24. ... PPT2259. PPT6669. PPT6794. PPT6260. Max= 7.18. Min= 4.92. Max= 64.1. Min= 24.2. -
LATERAL SPREADING OF SLOPES
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR317.pdf28 Feb 2002: Figure 23: Pore pressures measured in test SKH-11 35 Figure 24: Accelerations measured in test SKH-12 37. ... of approximately 20% magnitude. No significant ground displacement was measured. The results of test SKH-12 are plotted in Figure 24.
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