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20 Jul 2004: 0 50 100 150 200 250. bridge age (years). cum. ulat. ... 3]. Wallbank, E. J., The Performance of Concrete Bridges: A Survey of 200 Highway Bridges, HSMO, London, Department of Transport, UK – G.

6 May 2004: 8. ε. σ (. MP. a). 0.008 0.010 0.0140. 100. 200. ... 100. 200. 300. 400. 500. 600. 700. Figure 6: Stress-strain response from compression test on one-ply T300/913.

5 Jan 2004: 400. 350. 300. 250. 200. 150. 100. 50. 00 10 20 30 40 50 60 70 80 90 100. ... 500. 400. 300. 200. 100. 0403020100. Test No.Relativedensity:. %. LCPC-1CUED-1RUB-1DIA-1. ISMES-1.

7 Jul 2004: 100. 200. 300. 400. 500. 600. 700. 800. 900. 1000. offset = 14 mm. ... 2 900 2 6000. 10 310 2.2 2400. 12 200 8 1060.

6 Jan 2004: strain throughout the field of interest. A typicalcentrifuge model might have a 300 mm 200 mm areaof interest. ... Since the Kodak DC280 digital cameraprovides 1760 1168 pixel images, the resultingprecision when viewing a 300 mm 200 mm soilmodel is 17 µm

20 Jul 2004: Table 2. Cost of materials per unit stiffness Material Stiffness Cost Cost ratio Notes (GPa) (£/kN/(mm/m)/m) Prestressing steel 200 0.016 1 7-wire strand on coil ... Reinforcing steel 200 0.014 0.9 GFRP 40 0.150 9 Aramid fibre 124 0.190 12 Fibre only

9 Apr 2004: 0. 100. 200. 300. 400. 500. 600. 700. 800. 0 0.02 0.04 0.06 0.08 0.1Curvature (1/mm). ... ment of -10 Nmm at ψ=27. -200 -150 -100 -50 0 50 100 150 200.

7 Jun 2004: Even if a portionof the safe over-pressure range is used to apply a saturationpressure of 200 kPa, a consideration of the physics ofsaturation (equation (2)) indicates that the initial degree ... a. 0 200 400 600 800Time: min. (a). 0. 500. 1000.

6 Jan 2004: quoted precision / width of field of view 2 Over field of view of 300 mm x 200 mm. ... Figure 7. Displacement vectors deduced without camera calibration. 1.5 mm. 20 40 60 80 100 120 140 160 180 200.

19 Apr 2004: 0 0.0002 0.0004 0.0006 0.0008 0.001ActuatorThicknessHmL. 0. 100. 200. 300. 400. ... 0 0.0002 0.0004 0.0006 0.0008 0.001ActuatorThicknessHmL. 0. 200. 400. 600. 800.

5 Jan 2004: 1400. 1200. 1000. 800. 600. 400. 200. 00 0.5 1.5 2.5 3.51 2 3. ... 700. 650. 600. 550. 500. 450. 4000 100 200 300 400 500 600 700 800 900 1000.

31 Mar 2004: 80 θ 1000.005D w 0.05D. 2 γ, η 200.5 mm ts 2 mm. ... The geometry was created by im-porting the coordinates of 200 points along a rib and areinforcing curve into the PATRAN2 preprocessor.

6 Jan 2004: 200 400 600 800 1000 1200A: mm2. (c). A: mm2(b). 0 5 10 15A: mm2. ... failu. re: N. 0 50 100 150 200 300250. Average d 2 at failure: mm2.

17 Feb 2004: 0.05. 0.05. z (mm). -200 200 σx (N/mm2). (a). -0.05. 0.05. ... 200 200. z (mm). σy (N/mm2). (b). Figure 16: Predicted stress distribution in test case 3, after forming.

10 Jan 2004: 1 2 4 6 8 10 12 14 16 18 200.

5 Jan 2004: 0. 200. 400. 600. 800. 1000. 0 400 800 1200 1600Horizontal pixel coordinate, v. ... 100. 80. 60. 40. 20. 00 50 100 150 200. Horizontal coordinate: mm.

12 Oct 2004: Vs (m/s) 200 145-170 70 70. Permeability k (m/s) N/A 10-4 5 x 10-8 N/A. ... shear moduli and damping between pairs. 2004. 200],. t',h0,. proceed to the stress-strain loops.

29 Mar 2004: Two types of weaves were con-sidered: 0.2 mm thick, 200 gsm 2 2 twill; and 0.11mm thick, 94 gsm plain weave.

5 Jan 2004: Similar observations,. 0. 5. 10. 15. 200 50 100 200150. Surface loading: kPa(a). ... 15. –20. 0. Ele. vatio. n: m. 0 0 100 200 300 400–20–10102030 –30.

29 Mar 2004: Several working prototypes of Electro-activePolymer Artificial Muscles (EPAMs) have been made.Current prototypes exhibit large strains up to 200%and an available force of ten times the weight of thedevice.

5 Jan 2004: 200 A.C.J. Treadaway et al. / Engineering Geology 53 (1999) 195–204.

5 Jan 2004: 50. 100. 150. 200. u w: k. Pa. 0 200 400 600 800 1000Elapsed time: s. ... 0 200 400 600 800 1000Elapsed time: s. Fig. 7. Maximum measurable suction of 3 bar air-entry tensiometer initially saturated atatmospheric pressure with saturation effort.

6 Jan 2004: Hollow cylinder SCL: 100 OD, 60 ID and 200 H. None.

21 Jun 2004: Isolated footing2.0. 16 0.08 200 0.34 0.39 4.8 Yes, width of riverdecreased. ... 200. 150. 100. 50. 0. Fig. 10. Performance of piles in tests SB-02, SB-03 and SB-04.

2 Feb 2004: The centrifuge tests simulated the lateral response of a 100-inch diameter pile embedded to 200 ft in a soil that modeled the geotechnical strength properties from one of the Ursa

6 Jan 2004: Porewaterpressure kN/m. 100 00 100 200 /I I 1. DWC07 ; ----- After3.4years -.-.- After5.3years. ... 200. Porewaterpressure. kNim 100 00 100 I /I I. 200. /I f ’ II. /

6 Jan 2004: Accordingly, the moment equi-. 182 BOLTON AND POWRIE. 200 100 0 0 100 200 I I I I I I. ... H 2 Ill space. H 200 mm D6placement. Fig. 22.

7 Jun 2004: 200. 150. 100. 50. 0. Inje. ctio. n pr. essu. re: k. ... Pa. 0 50 100 150 200 250 300. Time: s. Fig.

6 Jan 2004: Test M1. Test M2. Test M3. 500. 400. 300. 200. 100.

7 Jan 2004: JSS7 200 Geotextile Not presentJSS8 200 Unreinforced Not presentJSS14 200 Geotextile Present. ... The sti!ness of the reinforcement was derived from the load-elongationcurve obtained by carrying out 1%/min tensile tests on 200 mm wide specimens with200

6 Jan 2004: Fig. 11(b) for Karlsruhe sand. 0 OO L onn 0 1000 oloooo" 100 200 400 800 1600. ... 500-. 0 100 200 300 400 500 600 700 o' kN/m’.

8 Jun 2004: decrements, sampled, and then set up in the stress-path triaxial apparatus under an isotropic effective stress s’ = 200 kPa. ... t. Test Vl DSWELL (Stewart, 1990). 50 100 150 200 0 b.

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

6 Jan 2004: A rotation speed of 200 rpm or less is thought to be accableGirard 1985!

6 Jan 2004: In thistudy, Laponite grout was prepared by mixing 3% by weightgel-grade RD Laponite powder in 200 g de-aired water dyed rThe lack of setting properties and the small particle

6 Jan 2004: Lee, Adams & Vagneron (1973) studied more realistic models 200-500mm high constructed in sand with ties cut from 0,013 mm aluminium foil. ... Distance from facing: mm. 160 200 I. 1.50 t Model I x P6. ,,/