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8 Oct 2004: ix. 2.7 Summary 23. 3 Generalised Linear Gaussian Models 24. 3.1 State Space Models 24. ... bank of triangular filters (eg. 24 channels). This smoothed power spectrum is compressed using.

23 Apr 2004: Fibres (and platelets, although they are less well studied) are used in compositematerials because a small volume fraction can have a large effect on the properties(see chapter 24 by Shaqfeh). ... Shaqfeh describes in chapter 24 how fibres can have avery

29 Sep 2004: 1997. Middleton, C.R. Concrete bridge assessment: an alternative approach. The Structural Engineer, Vol.75 No.23&24, 9th December 1997, pp.403-409.

6 Jan 2004: Soils Fdns 24, No. 4, 30-48. Goto, S. (1984). Strength and deformation characteristics of sand in small and large triaxial apparatuses. ... Soils Fdns 24, No. 1, 113-128. Tatsuoka, F., Sakamoto, M., Kawamura, T. &

15 Sep 2004: 6 -2.2 2.8 7.0e00 0.24 20.67 -1 20.76 1 21.13 -2 21.79 -1 20.81 -2 7 75 X0075 21 36 57.15 ... 37 5.38 -14 29 42.3 5.1 -5.0 0.6 3.9e00 0.79 19.30 -1 18.62 -1 20.73 -1 22.24 -1 -22.36

15 Sep 2004: 1.00 -1.00 1.00 0.98 N 0.0 0.0 0.0 0.0e00 0.00 -23.36 0 -21.75 -2 -23.79 0 -24.58 0 ... wfc2 16 53 27.10 14 15 42.1 2.4 -1.9 1.5 8.9e00 0.28 20.76 1 20.14 -1 21.76 1 -24.63 0

9 Mar 2004: are captured by Figure 4.[24] The calculations in Figure 4 illustrate that volcanic.

5 Jan 2004: 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

10 Feb 2004: 24). where we have used the relations.. ... 27). (28). Eq. (24) becomes..

7 Jan 2004: Thereforeexpression (2.23) is the symmetric outer product. (β̂β̌) (σ̂ σ̌)1{. α (etHv) τ H et} {. α (etHv) τ H et}T. (2.24). Moreover, equations (2.12) and