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  2. 1 INTRODUCTION 1.1 Jacked piles The axial capacity of ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/124_CCM_2002_347_354.pdf
    7 Jul 2002: 0.65 24 mm 2.4 m 2.1 500 (D50 = 45 µm).
  3. 1 INTRODUCTION The technology for the measurement of positive ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/120_ICPMG_2002_89_94.pdf
    26 Feb 2002: 24:1. König, D., Jessberger, H.L., Bolton, M.D., Phillips, R., Bagge, G., Renzi, R., and Garnier, J.
  4. 2D NAPL experiments using the CU y-radiation system H. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR309.pdf
    7 May 2002: 24. experiment. At the time of the second experiment, the de-airing device and all the available.
  5. A New Technique for Simulation of Collapseof a Tunnel ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR286.pdf
    7 May 2002: The solenoid valves could be operated by a 24 V d.c. ... Page 17. Technical Report No. CUJZD/D&ils/TR286 Sharma & Bolton. 3 028 - EJ Without any surface water26 -24 -. With surface water. 2 1 8E 16z 1 4. 121086420.
  6. C:\Documents and Settings\Administrator\My…

    www-civ.eng.cam.ac.uk/dsl/publications/Reflector2002.pdf
    14 May 2002: Offset 6 45.9Configuration 12 12.5(A = 1 m) 24 3.3. Table 1: Typical surface errors of reflectors with D =10 m and F = 7.8 m.
  7. D:\Current_work\CRTS Reflectors\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS_paper.pdf
    27 Aug 2002: Offset 6 45.9Configuration 12 12.5(A = 1 m) 24 3.3. Table 1: Typical surface errors of reflectors with D = 10 m and F = 7.8 m.
  8. D:\Current_work\Stiffened Springback ESTEC\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/springback_paper.pdf
    27 Aug 2002: 20 16 4.130 24 5.340 33 5.9. 6. Table 3: Tested configurations. ... Configuration Cuts Slits α β γ w(deg) (deg) (deg) (mm). O - - - - - -A 2 2 - 4 50 20B - 4 8 24 90 20.
  9. D:\Papers\Amplitude_of_wrinkles\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/amplitude_of_wrinkles.pdf
    3 Jun 2002: Ub =Et3. 24(1 ν2). (12Hλ. 2H0. λ0. κ2ηdξdη. )=. Et3. 24(1 ν2)π4A2. ... U =(1 ν)Etγ. 2. (π2t2. 24(1 ν2)λ2 γλ2. 8H2. )(23). which is minimised by differentiating with respect to λ.
  10. D:\Papers\Low-cost hinge report\report.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/report.pdf
    12 Jul 2002: 24. 4.4 Equation for ϑ1maxIn this case, the rotations vary approximately in a logarithmic manner. ... X. Z. tape measures. original positions. K zz. 1. Figure 5.24: Definition of extensional stiffness in z-direction.
  11. D:CURRENT_WORKMEMBRANE VIBRATION IN AIRSDM PAPERSDM_PAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1368.pdf
    18 Feb 2002: ma =ρ. k2s ω2airρ/B(24). If there is air on both sides of the membrane, the sameanalysis can be repeated to obtain an equation like(24), but with a factor ... 57.0 -4.24 84.4 70.2 67.1 -4.45 90.8 86.6 79.9 -7.7.

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