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17 Aug 2001: If it was decided to plan a series of up to 50 tests, about 20 litres of soil would be closely affected by each test, which is a prototype volume of

21 Mar 2001: Rits. ESTEC Contract no. 11936/96/NL/FG. Release date: 20 March 2001. Abstract. ... 17. 18. 19. 20. 21. 22. 23. 24. Rm [mm]. Rr[mm] Rr = 0.4957Rm 6.7181.

25 Sep 2000: 18. 3.1.3 FE Analysis using Truss Elements. 20. 3.1.4 Results. 22. ... Parameter Rib Membrane. Density (kg/m3) 7000 1. Young's Modulus (GPa) 200 20.

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.

21 Jul 2008: 2008. Centrifuge modelling of pipepenetration due to dynamic lay effects. In Proceedings of the27th International Conference on Offshore Mechanics and ArcticEngineering, Estoril, Portugal, 15–20 June 2008.

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

20 Mar 2012: Based on a study of the published literature, a database of 20 clays and silts is presented that allows predictions to be made of the strain-dependent stiffness of fine-grained ... wL=75% (this study). wL=100% (this study). wL=200% (this study). Based on

17 Aug 2001: Cambridge for 20 years. In Section III of this paper Casagrande reiterated his belief that. ... 1980). Cambridge geotechnical centrifuge operations, 20”’ RankineLecture. GQotechnique, X(3), pp. 227-268.

7 May 2002: 163.3 REsONEFSTRAINOAUONTNNELLINING. 203.4 PoT-sTINvWIX.ITIV. 20. 4. FUTURE RESEARC EL. 2 1.”. ... During calibration, the response speed of the LDS was set to 20 ms.

17 Aug 2001: On the other hand a trench 20 to 30 feet deep with unsupported vertical sides can be excavated in stiff plastic clay.

16 Nov 2006: However, this. appears to be conservative for deep tunnels, overpredictingthe tunnel support pressure by about 20%. ... 3, is 20.6 kPa. The pre-peak behaviour is modelled by a simple power curveexpressed by equation (9).

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.

7 Oct 2002: 20 16 0.4m dia PSC hollow. Groups tied by beam. 1.0. ... 20 15 0.3m dia RCC hollow. Groups tied by beams. 1.0.

28 Nov 2013: Fig. 8 showsan ESEM image taken of material between 20 m and53 m. ... 2011) as being typically 5 –30 kPa at depths up to 20 m.

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.

10 Apr 2007: 40 -20 0 2002468. 10. Temperature [oC]. Log a. T. 0 4 8 12 16 20 24. ... 3. 4. time [s]. str. ess [M. Pa]. 0 20 40 60 5200.

6 Oct 2005: 10. 0. 10. 20. N. Time(s). TEST IT05. FLIGHT 1. Scales: Model. ... 0. 10. 20. 30. 40. 50. kPa. Time(s). TEST IT05. FLIGHT 1.

17 Feb 2003: 20.280. cantd Ef. l ρ= (2). where ρ is the face sheet mass density.1 Consider the dynamic behavior of this beam as the beam length (l ) is scaled by ... numerically solved using Newton’s method in Mathematica 4.0 (Wolfram Research) for a harmonic

6 Oct 2005: 40 m. m90. mm. 20 m. m. Acc.11. 50 mm. Load cell. ... mm. 20 m. m. Acc.11. 50 mm. Load cell. IT-04 Model.

19 Apr 2004: D Q. (20). Equilibrium and Stability Analysis. According to the principle of minimum potential energy, equilibrium configurations exist when the instantaneous rate of change of strain energy density with respect to ... 75. -25. -50. -75. 20-20 40-40 60-60

17 Aug 2001: 20. Hambly, E.C., 1990, “Overturning Instability”, ASCE Journal of GeotechnicalEngineering, 116(4), 704-709. ... 0.3. 0.20.4 -0.3 -0.2 -0.1 0 0.1 0.2 0.3. M2zJ3 WV.

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).

1 Mar 2005: frequency ratios. Dividing Equation 20 by Equation 16 and simplifying, or alternatively taking directly. ... modes and, while Equation 20 may still be reasonably accurate in predicting the frequency.

17 Aug 2001: A standard cone has 80 grams mass. The standardLiquid Limit wL is the water content such that the 80 gram cone penetrates 20 mm into the paste.Undergraduate teaching in Cambridge ... Vol. Weight ln 20 ln d mmFig. 6a Fig 6b. water content w 1 Site wP w wL

29 Mar 2004: 0.0. 0.5. 1.0. 1.5. 2.0. 0 5 10 15 20. Displacement (mm). ... 20 Packaged demonstrator. 10 of 11. American Institute of Aeronautics and Astronautics Paper 2004-1574.

23 Feb 2006: Thedefault, subspace iteration method is generally quicker when only a few (typically,less than 20) eigenmodes are needed. ... Three asymmetric load cases were then considered: T1 = 10, 15, 20 N, with T2 =5 N.

7 Nov 2008: 60. 50. 40. 30. 20. 10. 01 10 100. Mean stress: MPa(b). ... a. p 40 MPa. p 20 MPa. p 15 MPa. p 10 MPa.

26 Aug 2007: Opening/closing time of 20 minutes. 27000m2 of fixed roof. 8960m2 of closing roof.

29 Nov 2013: 10. 15. 20. 25. 30. 35. 40. 0 100 200 300 400 500. ... The SPT diagramIn order to generate an SPT diagram, a batch of 20.

14 Oct 2003: N.H.K building, Hamada (1992a) 0.35m dia RCC 10 20 0.09H NFCH building. ... hence a non-liquefied crust is unlikely to exist. Figure 20 shows the loading diagram based on the.

17 Aug 2001: 20. A. 1 INTRODUCTION. 2O. A.2 ASSLMIIONS. 21A.3 THE TRANSFORMATION OF CO-ORDINATES. ... At least 4 Mb of RAM. 8 Mb preferred.2. At least 20 Mb of hard disk space.3.

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/.

17 Aug 2001: are around 20% higher in two-way cycling and 30% higher in positively-biased. ... 20. Craig, W.H., James, R.G., and Schofield, A.N., (eds), 1988, Centrifuges in SoilMechanics, Balkema.

17 Aug 2001: A C C 3 4 3 60 E. -20 Mb=-25.5. [msec]. /. ... mms]. Max=BO.l. PPT6514.40-. 2.m-. Ml=-3.0. b-1. Max=35.6. PPT6260. ml=-0.6. 20 20 40 90 wo[m=cl.

20 Mar 2012: 80. 80. 60. 60. 60. 40. 40. 40. 20. 20. 20. ... 0. 0. 0. 20. 20. 20. 40. 40. 40. 0. 50.

21 Aug 2008: Both Atkinson’s method and the MSD approach providepredictions that are accurate to within 20% for typical work-ing loads. ... E/ Unconservative. Conservative. V w–H u–M–θ. w D u D/ , / ,. (a). θ. 20. 15. 10. 05. 0. FE. MS. D/. Unconservative.

28 Nov 2013: in seven loading steps (to 2 kPa, 5 kPa, 10 kPa, 20 kPa, 40 kPa,. ... ress. ure:. kP. a. –10. –20. –30. –40. –501 2 3 4 5 6.

14 Feb 2003: 60.81.0. -0.6-0.4-0.10.20.50.71.0. ... H. z). 30. 0 10 20 30 40 50 60 70 80 90.

2 Apr 2007: In the above example, if K is set to 20, the parameterized.

23 Feb 2006: 28 Y. WESLEY WONG AND SERGIO PELLEGRINO. 40. 35. 300 10 20. ... 4λ2. (20). Substituting (11) into (20) and solving for A gives.

15 Aug 2001: b = -0.357. b = -0.420. b = -0.343. 1 2 3 5 10 20 30 50average particle size (mm). ... 0.2. 0.51. 2. 5. 10. 20. 50fσ (MPa). mean /- 2s.

7 May 2002: c 19min 0. On h mill. 20. -. Plate-3:. a) 160 miD e) 1395 min. ... J. Contam. Hydrol. 20: 1-25. Lenhard R.J., Johnson T. G., Parker J.C.

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.

30 Jul 2007: Type B beams (strain-controlled tests). 0 20 40 60 80 100 120. ... 12(b) at corresponding. 80 60 40 20 0 20 40 60 800.

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.

29 Mar 2004: 0 5 10 15 20 25 30 35. 0.1. 0.2. 0.3. ... s =v2. 2g(16). 5. 10. 15. 20. 25. 0.5. 1. 1.5.

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.

28 Nov 2013: 054. 40.95. 70.96. 20.00. 082. Kim. and. Nov. ak19. 81Reson. antcolum. ... 169. 200.82. 00.97. 50.00. 332. Teachavorasinskun. etal.20. 02Triaxial. Bangk. okClaySite. 10.57.

28 Nov 2013: jcrit 228ªsoil 20 kN/m3ªw 10 kN/m3. Qs DKs tan jcritðLþ3. 3. ( ... for at least 20 years. The ratio of these durations is 21 900,.