Search

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

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

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.

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.

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.

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.

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

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.

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

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

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.

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.

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

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.

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

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.