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16 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.

16 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

16 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.

20 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

10 May 2002: Since the genus must be equto zero or to a positive integer,x can take the integer valueof 2, 0, 22, 24.

17 May 2002: 24 2.3.3 Direct simulation of unsteady transition. 28 2.3.4 Comments on unsteady transition.

7 Oct 2002: CUED/D-SOILS/TR324 (October 2002) Page-24. Figure 18: Plastic deformation measurements of pile 8 after test SB-04.

20 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.

4 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.

28 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.