Search

5 Jan 2004: 100806040200. 26. 24. 22. 20. 18. 16. 14. 12. 10. 8. ... b). ISMES-2. 100806040200. 26. 24. 22. 20. 18. 16. 14. 12.

5 Jan 2004: 3.528.5 27.5 26.5 25.5 24.5. Ln[A /A]. Ln[. tota. l pre. ... u u0 (1 ÿâ)Ä p (24)The relationship between effective and total stresspaths is sketched in Fig.

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

5 Jan 2004: 24,32 and 50 pixels respectively. ... 24 24. 50 50. Performance achievableusing film/video/target markers. Fig. 11. Precision against measurement array size.

5 Jan 2004: p/ KIc (24). Alternatively, we may write. óds. p/ ó0. d0. ... Soils Found. 24, No. 1, 77-89. Novello, E. A. & Johnston, I.

5 Jan 2004: 6.98. 6.24. 0 5 10 mm. (a). Stainless steeldiaphragm. Electricalconnection. (b). ... Physiol. 24, No. 1,1 – 22. König, D., Jessberger, H. L., Bolton, M.

5 Jan 2004: TECHNICAL NOTE. Geotechnical properties of fresh cement groutÐpressure ltrationand consolidation tests. M. D. B O LT O N a n d J. D. M C K I N L E Y. KEYWORDS: compressibility; consolidation; constitu-tive relations; grouting; laboratory tests;

5 Jan 2004: 11).There were 14 external piles for protection, which were totake most of the negative skin friction and were free tomove, and 24 internal end-bearing piles, which were con-nected

6 Jan 2004: The broad replication of stress magnitudes and stress paths permitted the full representation of wall deformation, soil strain and swelling, completing a 50 year full-scale lifespan in under 24 hours ... prCform8e. La reproduction essentielle des valeurs

6 Jan 2004: 23.0 24.6 22.1 12.7 16.5 11.9. Rupture Rupture Squash 16.3 84.7 121.9. ... 12.9m. 6.9m. Fig. 24. Idealized sliding wedge, test DWC 07. R S01l reactnon u Water thrust.

6 Jan 2004: Soils Fdns 24, No. 4, 30-48. Goto, S. (1984). Strength and deformation characteristics of sand in small and large triaxial apparatuses. ... Soils Fdns 24, No. 1, 113-128. Tatsuoka, F., Sakamoto, M., Kawamura, T. &

6 Jan 2004: APPENDIX 2 The minimization of the mean square error. term given in equation (24) takes the following form (the bar denotes the time average). & ... BE(O, 8) = BE(B, 0) = 0. Substituting for E(O, 8), referring to equation (24)? -

6 Jan 2004: 72 BOLTON. zo-. 16-. Empwxil relatmn (11). 0 4 8 12 16 20 24!

6 Jan 2004: Collapse limit states of reinforced earth retaining walls. M. D. BOLTON and P. L. R. PANG7. The use of systems of earth reinforcement or anchorage is gaining in popularity. It therefore becomes important to assess whether or not the methods of

7 Jan 2004: 9.990 0.019 0.056 -9.990 0.019 r 11 G133-69Pos_1 01 04 24.0 -06 24 0.0 -69.04 9.99 0.03 0.01 ... 1 35 23 12.0 -24.88 0.06 0.04 0.02 0.01 0.01 0.082 0.036 -0.156 -0.060 0.036 r 26 SDS-2

7 Jan 2004: Thereforeexpression (2.23) is the symmetric outer product. (β̂β̌) (σ̂ σ̌)1{. α (etHv) τ H et} {. α (etHv) τ H et}T. (2.24). Moreover, equations (2.12) and

7 Jan 2004: have been developed to describe the conditions inside a. grouted borehole,1,24. ... Pitman, Lon-don, 1973. 24. McKinley J. D. Grouted Ground Anchors and the Soil Mech-anics Aspects of Cement Grouting.

7 Jan 2004: Numer. Methods in Eng. 24 (1987) 337}357. [4] O.C. Zienkiewicz, M.

7 Jan 2004: Received 28 March 2001; received in revised form 22 March 2002; accepted 24 April 2002. ... International Journal for Numerical Methods in Engineering 1987;24:337–57. [10] Zienkiewicz OC, Zhu JZ.

7 Jan 2004: Received 14 February 2000; received in revised form 24 June 2000; accepted 8 July 2000. ... 24 J.S. Sharma, M.D. Bolton / Geotextiles and Geomembranes 19 (2001) 23}44.

8 Jan 2004: Th. S. 11 (Five lectures, beginning 24 Feb.), Tu. 11 (Onelecture) (not Tu. ... 11 (Six lectures), Tu.Th. S. 11 (Five lectures, beginning 24 Feb.), Tu.

9 Jan 2004: 4. 11. 24. 7. 6. 3. 11. 31-Dec-99. 114. 16. 30-Jul-02. ... 18. 24-Sep-02. 35. 10. 55. 15. 12. 8. 22. 275. 100.

10 Jan 2004: US Patent,. 4,942,700. July 24, 1990. [5] Hoberman C. Radial expansion/retraction truss structures. ... mization. International Journal for Numerical Methods in Engineering 1987, 24:359–. 373.

10 Jan 2004: Warm Linac 402.5 MHz 0 - 87 MeV. (24 total. entire linac). ... 24 total. entire linac). 288 cavites in 36 Cryomodules for entire 1207MHz Linac.

10 Jan 2004: Figure 11. Attaching Final Structural Sidewall. J. Cooper. And you have a 24 ton “Toaster”.

12 Jan 2004: Cook –. 24 hours/day, 7 days/week. Grand Rapids –. 7 AM to 3 PM Monday-Friday. ... Module layers. 2 – 4 ft x 24 ft boards. Laminate layers of wood.

12 Jan 2004: 2,342,792 — — (217) 2,342,575 2,342,556. 24 CAMBRIDGE UNIVERSITY REPORTER [SPECIAL NO. ... 2,640,764 — (24,624) (3,348) 2,612,792 2,552,783. 30 CAMBRIDGE UNIVERSITY REPORTER [SPECIAL NO.

12 Jan 2004: Other activities total 7,464 17,242 142 24,848 21,888 Administration and central services:. ... Total University Income 24,275 6,585 2,048 32,908 32,390. Challenge Fund 39 39 78.

12 Jan 2004: Herschel Smith bequest — 494,662 24,380,188 24,874,850 — — 24,874,850 Developing World Fund 3,171,671 — — — (23) (294) 3,171,355 Donations held pending establishment of Trust ... Ltd 11,239 1Cenes Ltd 24,337 1Charterhouse Therapeutics Ltd

13 Jan 2004: 0. ux1du. 1 u= 2πi (24). Identifying the sin πx and dividing through, the required result is obtained.

14 Jan 2004: Walter Winter – NuMi Off-axis meeting, Cambridge – p.24/27. Can we learn sth about δCP at all?“CP coverage” of 360 = no information on δCPExamples: CP patterns = CP coverage as

15 Jan 2004: PrP 22-24 was detected at 112 days and130 days using the cold PK digestion protocol (Fig. ... 5A, B,and D). Mutant HuPrP 22-24 was found in Tg69 mice at 200days of age (Fig.

19 Jan 2004: 2iUψ. z= 2ψ (1 |ψ|2)ψ (24). subject to the boundary condition ψ 1 as |x|. ... The expansion of equation (24) about zero to O(2) gives four equations on seven unknownsU, m, a00, b00, c20, c10, c01.

22 Jan 2004: Total for Degree Committee 32 54 18 28 10 24 60 106 26 45 14 25 9 19 49 89. ... Total for Degree Committee 39 47 17 24 50 72 106 143 27 37 11 18 30 60 68 115.

22 Jan 2004: Total Sessions 99,678 78,528Managed Cluster locationsMathematics 617 507 8,776 6,705Chemistry 909 896 45,185 48,280Physics 709 745 24,804 20,547Clinical Medicine 435 377 43,236 ... 2003) 9 22 49 169Magdalene 17 23 95 52New Hall 6 31Pembroke 65 95 341

23 Jan 2004: 24 h(1. 14 cos 2ωh). 8ω2+. 5 sin 2ωh. 64ω3,. θ4 =h4.

26 Jan 2004: ĉ(o)jm =. T. t=1. M(x). n=1. γjmn(t). T. t=1. γj(t). (24). ... The 16 observation space component system achievedthe same performance as 24 component baseline system with 611 free parameters fewer.

26 Jan 2004: The likelihood of an observation given thestate is simply. p(oj|x) = N(oj; Cx µ(o), Σ(o)) (24).

27 Jan 2004: A classification of the possible fibres of π was given by Kodaira [24]: the cases arelabeled Ik (k 0), II, III, IV, I (k 0), II, III, IV.

29 Jan 2004: The LDS belongs to the subset of state space models called linear Gaussian models [24]. ... Alternatively, the derivation may bedone completely using properties of conditional Gaussian distributions and matrix algebra [24].

30 Jan 2004: recruit clathrin to membranes. Mammalian am-phiphysin2 has several clathrin-binding sites (24–26), and we found that the wild-type, but notmut1, efficiently recruited clathrin to liposomes(fig. ... It is interesting to note that thestructure of the

30 Jan 2004: recruit clathrin to membranes. Mammalian am-phiphysin2 has several clathrin-binding sites (24–26), and we found that the wild-type, but notmut1, efficiently recruited clathrin to liposomes(fig. ... It is interesting to note that thestructure of the

2 Feb 2004: J Mol Biol. 1993 Jan 5;229(1):105-24. The protein is expressed in any E.

2 Feb 2004: Membrane transport between compartments in eukary-otic cells requires proteins that allow the budding andSCISSION of nascent cargo vesicles from one compartmentand their targeting and fusion with another. Just asSNARES are proposed to be essential

2 Feb 2004: The centrifuge gravity level was increased in stages to 100g, and the clay was allowed to re-consolidate at 100g for approximately 24 hours. ... Height of load line above clay surface. 24′ 7′′ 26′ 3′′ 27′ 3′′ 27′ 3′′.

3 Feb 2004: 24, Springer, Berlin, 1983). 18. Potter, A. E. Jr & Morgan, T. ... Phys. Res. B 101, 6972. (1995). 24. Ageev, V. N., Kuznetsov, Yu.

3 Feb 2004: 24|The Structural Engineer – 6 January 2004. paper: burgoyne. Fig 10 shows the load factor that should be applied to theexternal load so that the bottom steel is sufficient to carry

3 Feb 2004: tested. 24 port Gbit switch installed and tested and apm1, apm3 and apm6 on Gbit connections.

4 Feb 2004: FIRES pipeline processing has been successfully completed and cataloguesgenerated to K>24.

9 Feb 2004: 870.0 461.1A25 9 3.0 8.0 24.0 500.0 0.432 1.957 939.0 479.8. ... 675.6 0.350 1.776 761.2 428.A13 53 3.0 8.0 24.0 500.0 0.432 1.957 939.0 479.