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28 Nov 2013: 200. 0. 1000. 400. 600. 800. 200. _200. 0. 0Pile cap lateral displacement uG: m. ... 50th cycle. 200. _200. 0. 1000. 400. 600. 800. 200. _200.

13 Oct 2003: the model at 200g. 0. 129. 200221. 0. 50100150. 200250. 0 100 200 300 400Radial distance (mm).

29 Aug 2001: 1 2 7 8. 1 3 7 0. Tons. 9,500. 4,200. ... 300. 200. 100. 0. -200. Pisa1,13sqx91. 16:46 21% 3224 07:12 1Mo l&46.

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.

26 Mar 2010: 0.3. 0.4. 0.5. 0.6. 0.7. 0.8. 0.9. 1. 0 50 100 150 200 250. ... 27] Wallbank, E. J., The Performance of Concrete Bridges: A Survey of 200 Highway Bridges, HSMO, London, Department of Transport, UK – G.

8 Apr 2011: Concrete Young’s modulus 35 GPa (5080 ksi) FRP Young’s modulus 165 GPa (23900 ksi) Steel Young’s modulus 200 GPa (29000 ksi) FRP ultimate strength 2800 MPa (406 ksi)

24 Feb 2005: A spatial resolu-. tion of about 200 m would allow the observation offractures,. ... 200. 001 10 100 1000 10000. Signal intensity First component Second component.

26 Mar 2010: stress of steel are assumed as 200 kN/mm2 and 530 N/mm2 respectively.

15 Aug 2003: 4. involved 200 elements lengthwise by 30 elements widthwise. The mesh for a completetape tube hinge had a similar mesh density and hence the number of elements wasproportionally larger.

22 Mar 2010: Test-04: In this test, data after 1,200 h were discardeddue to uncertainty about the relative humidity.

22 Aug 2001: 200. - - PPTIOO310.0. kPa/div. L I. -- PPT222 '5.00, PAP. -

18 May 2007: 0 100 200 300 400 500. meridional. strains. hoop. strains. equator.

11 May 2006: 1,1520-strip 34,975 25,72890-strip 27,295 19,200.

17 Aug 2001: 10%. 6 %. 6%. 4 %. 2 %. 0 %0 200 400 a0 800 loo0 1200. ... Average Normalised Settlement, Atlantic Mud. 0 200 400 600 800 loo0 1200 14ocl.

17 Aug 2001: 15 I. 1. 0.5. 0 loo 200 300 El 500 600 700. ... 1. 5. 1. 0.5. 0 IW 200 3w 400 500 0 rw.

23 Feb 2006: Principal midplane stresses across section A-A of mem-brane in shear. 0 200 400. ... 0.5. 0. 0.5. 0 100 200 300 400. (a) (b). (c) (d).

20 Aug 2002: reduction in the “D1%” size can be easily identified. 100 200 300 400 500 600 700 800 900 100 00. ... 200 300 400 500. Run B2-B3: Fraction C(same sample repeated). Runs B4-B5: Entire samplefrom runs 2-3 spiked withpart of sample from run 1.

17 Aug 2001: Cold end temperature is 200” - 147” - 6 3 F.

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.

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

7 May 2002: G. -10w -20. IsI -30 1. (Contour levels in mm)I. 100 200 400 500. ... Final Profile 1 -200. Figure 3.7 Buckled 0.002” thick tunnel lining (Test PRETUN2).

9 Nov 2001: 25. 30. 10. 15. 0. 5. 0 100 200 300 400 500Distance: mm.

17 Aug 2001: of 10 cm /- 2 cm with a rate of discharge of 200 cc per minute /- 10 cc.

28 Nov 2013: pressure of 200 kPa, directly to the centrifuge slip rings. Maximum pressures of 1?3 MPa were experienced at the package,. ... 00–600 –400 –200. Calculated pressure at slip rings, Ps: kPa400200 600.

6 Oct 2001: 300 200 100 0 300 200 100 0. Virgin soil Elongation Asymmetry Triangularity Squareness.

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.

6 Oct 2001: 200. 159. 100. 620. 200. 354249. 850. Piston actuator. Jacking force load cellModel pile. ... 150. 200. 0.0 10.0 20.0. Unit base resistance, qb [M Pa].

18 Feb 2002: Analytical 5 5 0.928 1.320 1.225 2.451 1 0.993 1.223 1.225 2.45FE (ν =. 3) 1 1 1.119 1.200 1.253 ... 0 50 100 150 200 250. 0.5. 0.6. 0.7. 0.8. 0.9.

15 Feb 2005: In order for the iterative procedure to be more efficient than the direct method the number of nodes involved in the computation must be greater then about 200 the number of ... rion. fact. or. Ep/Es=8000, L/r0=50Ep/Es=200 , L/r0=20Ep/Es=8000, L/r0=50 -

17 Aug 2001: 1300 1400 1500. [ msec]. 1600 0 100 200. Ml. Scales : Prototype.

7 Nov 2008: Bolton, M. D., Nakata, Y. & Cheng, Y. P. (2008). Géotechnique 58, No. 6, 471–480 [doi: 10.1680/geot.2008.58.6.471]. 471. Micro- and macro-mechanical behaviour of DEM crushable materials. M. D. B O LTO N , Y. N A K ATA † a n d Y. P. C H E N G

6 Feb 2007: Bedrock. -50 0 50 100 150 200. -100. -50. 0. Elevation (ft).

25 Apr 2005: 3 77.1 53.200. 3 75.8 72.915. 1.5 73.3 3.4526. 1.5 73.3 4.9342.

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.

26 Mar 2001: Parameter Rib Membrane. Density (kg/m3) 7000 1. Young's Modulus (GPa) 200 20. ... Table 4.6 shows that the natural frequencies of 1.5 m diameter re ectors withinitial stress of 50, 100, 200 N/m increases with the increase of prestress.

7 Oct 2002: 0. 5. 10. 16. 21. 0 50 100 150 200 250 300 350. ... CUED/D-SOILS/TR324 (October 2002) Page-17. 0. 50. 100. 150. 200.

2 Aug 2011: 0. 0.2. 0.4. 0.6. 0.8. 1. 0 100 200 300wc, LL (%). Dep. th (m. bsf). water contentliquid limits. tion for the presence of crusts.

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.

21 Mar 2001: Shape and Stress Analysis. of Symmetric CRTS Reflectors. C.Y. Lai, Z. You and S. Pellegrino. CUED/D-STRUCT/TR170(revised). European Space Agency Contractor Report. The work presented in this report was carried out under an ESA contract.

2 Aug 2011: The first particles to crush in the simulations were the weakestones (Fstrength 160–200 N when scrush is 40 MPa and the grain. ... Therefore the stress corresponding toa mean force of 200–270 N and the onset of the crushing local-isation can be

2 Aug 2011: 200 6 90010.00 7 435 16 180 37.8 41.3 7 200 11 000.

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.

28 Nov 2013: 200–. 400. 400–. 600. 60. 0. Test. num. ber. Confinement pressure: kPa(a). ... 200. Fig. 9. Normalised shear modulus degradation curves of Toyourasand shifting with mean effective stress.

28 Nov 2013: 020406080. 100. 0 100 200 300 400 500 600Per. cent. age.

22 May 2003: 0 100 200 300 400 500 600 700 800. LOAD (kN).

17 Nov 2000: Figure 1.1. On either side of the spacecraft bus there is an envelope 800 mm high by 200 mm deep (not.

17 Aug 2001: w. U-D direction. hw. 5 5 5. 9. 789.5. 200.0. 186.7.

6 Oct 2005: m. Waste. Sand. 200. mm. 560 mm. LVDT.1. 275 mm. Pressure sensor Accelerometer. ... 200. mm. 560 mm. LVDT.1. 275 mm. Pressure sensor Accelerometer. 50 mm100 mm.

21 Jul 2008: This 200 mm thick gravel layer formed adrainage blanket facilitating water flow beneath the clayduring vacuum consolidation. ... Site investigationsindicated an undrained shear strength of 1–3 kPa in theupper 1 m of the seabed and an in situ moisture

15 May 2003: failure) (MPa) 17.83 4.3 18.78 qb/qc (D/10 failure) 0.60 0.53 0.63 Qb (plunging failure) (kN) 830 200 640 Pile head load continues to ... 0. 100. 200. 300. 400. 500. 600. 0 10 20 30 40.