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19 Feb 2001: 5. Nine out of 26 received a rating of 5. Two new publications are also being launched today (Tuesday 20 February 2001):.

15 Feb 2001: Last modified: Thu Feb 15 17:37:20 2001.

6 Oct 2001: 2.30 m. Silt(B). Sand and gravel(C)3.00 m. 5.20 m. Silty sand(D). ... 9.40 m. 0 20 40 60 80 100. 1. 2. 3.

14 Dec 2001: Contraction. Dilation. Figure 6. Volumetric strain vs. pile position. -10 0 10 20 30 40 50 60 70. ... 0. 10. 20. 30. 40. 50. Soil element position relative to pile tip, h/B.

6 Oct 2001: Conventional element tests conducted up to about 20% strain would not approach the deforma-tions produced by pile driving.

30 Nov 2001: 20 CHAPTER 1. VECTOR SPACES AND LINEAR MAPS. -7. Show that if U is a proper subspace of the finite dimensionalvector space V , then dim(U) < dim(V ). 8. Let ... 20. Let V ′ and W ′ be subspaces of vector spaces V and W respec-tively.

17 Sep 2001: 20. where the functions mj, for j 2 J , are given by (6).Equation (20) would describe the following model: resource. ... This motivates the approxima-. tion, valid when ej are small, of the Poisson driving equation(20) by its Brownian version.

1 Feb 2001: the mixing period and continued to evolve at 20 Hz during t2.The processes by which these signals are transferred will be discussed in thefollowing sections. ... Finally, consider the spectrum shown in c. Here there are two peaks, one atF1 = 20 Hz, F2 =

1 Feb 2001: Finally, consider the spectrum shown in c. Here there are two peaks, oneat F1 = 20 Hz, F2 = 90 Hz and one at F1 = 20 Hz, F2 = 20 Hz. ... 3–20. /LQHVKDSHVDQGIUHTXHQFGLVFULPLQDWLRQ. This is a somewhat involved topic which will only be possible to cover

1 Feb 2001: 4–20. phase cycle it in such a way as to select a particular value of p.