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1 - 10 of 36 search results for KaKaoTalk:ZA31 24 24 |u:www-civ.eng.cam.ac.uk where 0 match all words and 36 match some words.

  1. Results that match 2 of 3 words

  2. Evaluation of Shear Modulus and Damping in Dynamic Centrifuge ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf
    12 Oct 2004: The Hardin &. Drnevich expression yields 24 MPa which, as with the sands, would have been too stiff. ... 24. CUED/D-SOILS/TR336. 17. LoPresti, D.C.F., Jamiolkowski, M., Pallara, O., Cavallaro, A. &

  3. gt470211 347..352

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/62_Geotechnique_No47_Issue5_347_352.pdf
    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;

  4. C:\Documents and Settings\Sergio\My Documents\Current_work\CFRP tape…

    www-civ.eng.cam.ac.uk/dsl/publications/CFRP_tape_springs_Paper.pdf
    9 Apr 2004: 24 and 20 into Eq. 21, and multi-plying by the arc length of the tape, Rθ. ... 24. • The steady-state moments for equal and oppositesense bending of a folded tape spring are given byEqs.

  5. Murphey and Pellegrino, NEM, AIAA-2004-1528, Rev 10

    www-civ.eng.cam.ac.uk/dsl/publications/Actuated_tape_spring_SDM.pdf
    19 Apr 2004: cossin. ψψ. =. b (24). where ψ is the angular orientation of b and ranges π. ... Expanding Equation (23) with Equation (24) and writing the result in matrix form gives the stiffness in the ψ direction TKψ = b Kb (25) where.

  6. 5( 4: $ xl ;; 4( E s 3: ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/14discussion_Geotechnique_No37_Is2_219_226.pdf
    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. &

  7. PII: S0266-1144(00)00009-1

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/102_Geotex&GeoMem_vol19_Issue1_23_44.pdf
    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. Cheng, Y. P., Nakata, Y. & Bolton, M. D. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/129_Geotechnique_No53_Issue7_633_641.pdf
    7 Jun 2004: Qualitative. Manuscript received 10 October 2002; accepted 24 March 2003.Discussion on this paper closes 1 March 2004, for further detailssee p.

  9. reporthomo

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR330.pdf
    27 Oct 2004: Figure 24: Stress cell measurements in test BG-03 for 50Hz frequency. ... 20. 21. 22. 23. 24. 25. 26. 2. 4. 3. 5.

  10. Bolton, M. D. & Wilson, J. M. R. (1989). ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22_Geotechnique_No39_Is4_585_599.pdf
    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)? -

  11. CUED Bridge Research - Publications

    www-civ.eng.cam.ac.uk/brg/papers/
    29 Sep 2004: 1997. Middleton, C.R. Concrete bridge assessment: an alternative approach. The Structural Engineer, Vol.75 No.23&24, 9th December 1997, pp.403-409.

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