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22 Feb 2011: About 20% of the students studying Maths GCSE in 2003 (which is virtually every pupil in England and Wales) obtained good GCSE results (B or above) in Double Science GCSE.

2 Nov 2011: Pellets are found to represent 20% to over 55% of the crust material by dry mass.

22 Dec 2011: Imhof, D. Probabilistic Safety Assessment of Existing Bridges. The Young Researchers' Conference, 20 March 2002, Poster Presentation: The Institution of Structural Engineers, Upper Belgrave Street, London.

13 May 2011: There was no significant effect of water content on leachability. Generally, = 20% dosage of the binders is required to fully satisfy acceptable mechanical and leaching criteria.

4 Oct 2011: 2008. Taylor H.P.J, and Burgoyne C.J., Structural Design and the Eurocodes - a historical review, The Structural Engineer, 86/20, 29-32, Nov. ... Achintha P.M.M. and Burgoyne C.J., Moment-Curvature and Strain Energy of Beams with External FRP

8 Apr 2011: Conventional creep tests were also carried out, each for 100 days, at different stress levels (10, 20, 30, 40, 50, 55, 60, 65, 70 % of ABL) under constant temperature and humidity. ... 1.6. 1.7. 1.8. 1.9. 2. Time [log10. (hours)]. Str. ain. [. %]. 10%. 20

2 Aug 2011: 0 5 10 150. 5. 10. 15. 20. 25. Vertical pipe displacement (mm). ... N). 0 10 20 30 40 50-5. -2.5. 0. 2.5. 5.

8 Apr 2011: The breaking load of Kevlar 49 and Technora was determined from 20 short term tensile tests and were 444.6 N for Kevlar 49 and 349.0 for Technora.

3 Aug 2011: 17.26 20.18 25.3 41.4 78. Dielectric constant. Per. mab. ility. (m. ... 20 100 12040 60 80Time (min). Fig. 6 Permeabilities of water-miscible solvents versus increas-ing dielectric constant.

8 Apr 2011: Article history:Received 3 December 2009Accepted 18 November 2010Available online 20 January 2011. ... Fanning and Kelly [9] F3 & F4 101.5 CFRP 2800 1100 20(crushed).

3 Aug 2011: Since the ratio of pile diameter to aver-age grain size was about 100, and larger than the limiting value of 20 suggested by Gui et al. ... 73 ZL06-3 620 Minimum displacement 1.20 ZL06-1 206 Maximum displacement 0.17 ZL06-2 411 Maximum displacement 0.23

8 Apr 2011: The specimens failed as debonding reached the FRP-end at about 90kN (20.2kips) load. ... 2010. PhD thesis, University of Cambridge. 20. JSCE-E 539 (1995). Test method for bond strength of continuous fiber reinforcing material by pull-out testing.

3 Aug 2011: 121C for 20 minutes. One sterilized slurry was inoculated with. seawater agar liquid media containing Marinobacter aquaeolei which. ... 0.4. 0.6. 0.8. 1. 1.2. 1.4. 1.6. 1.8. 2. 2.2. 0 10 20 30 40 50.

2 Aug 2011: 26 (1-2): 15-20.

3 Aug 2011: Here, local velocity distri-butions are obtained from a region of 20 particle diameterswide about the centre of mass of the flow.

2 Aug 2011: 20. 18. 16. 14. 12. 10. 08. 06. 04. 02. 00 10 20 30 40 50 60 70 80 90 100. ... 06. 04. 02. 005 0 05 10 15 20 25 30 35 40 45.

2 Aug 2011: 0. 10. 20. 30. 40. 50. B=60B=50B=40B=30. (a) Prediction by Extended MSD. ... 20. 30. 40. 2.55.0. 7.5. 10.0. 12.5. 40. 3025. 20. 12.5.

3 Aug 2011: 50% pellets to the non-crust sample con-taining less than 20% pellets. ... In con-trast, a natural sample initially containing 20% pellets exhibitsa cv four magnitudes smaller.

2 Aug 2011: Pellet percentages at sediment depths greater than 1m, however, do decrease to 20% for pellets larger than 63μm (Kuo and Bolton, 2009b).

2 Aug 2011: b). 60. 50. 40. 30. 20. 10. φ: d. egre. esσγ 10 kPa. ... 49. 48. 47. 46. 45. 4443424140 3938. 373530. 0 10 20 28w B/.

2 Aug 2011: creepstrain rate with time plotted on log-log axes and with aslope m in the range 20.8 to 21; and ultimate creepfailure in triaxial simulations at high deviatoric stressratios. ... 6. 9. 15. 0 05 20 30 45 50. Axial strain, : %. (b). ε1. 10 15 25 35 40.

2 Aug 2011: Key: kN/mp 2. 20. 50. 100. 600. 0 02 04 06 08 10. ... 456. 445. 430. 420. 405. 395. 38007 08 09 10 11 12 13 14 15 16 17 18 19 20 2321 22.

2 Aug 2011: 74;m 0:40;s 0:34; A2 20:3; B2 4:67;y 41:6.

2 Aug 2011: Notrend links the ultimate resistance and particle size or soil density.Significant oscillations of up to 20 N were observed postpeak,similar to observations by Trautmann et al. ... average inclination of the distributed shear zone for densesand is about

3 Aug 2011: 06 0.193rd slice from top 0.57 0.34 0.91 0.03 0.58 0.042nd slice from top 0.61 0.20 10.14 0.17 0.70 ... One should note that there were 591 particles in contact with the bottom wall,and 475 with the top (20% less), but the incidence of extreme values was

2 Aug 2011: Received 15 November 2005; received in revised form 17 April 2006; accepted 16 June 2006Available online 20 September 2006.

2 Aug 2011: 15 show the incremental propagation of thecompaction band 20 events at a time (with the exception of Fig.