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1 - 10 of 36 search results for katalk:PC53 24 / |u:www-civ.eng.cam.ac.uk where 0 match all words and 36 match some words.

  1. Results that match 1 of 2 words

  2. White, D. J., Take, W. A. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/133_Geotechnique_No53_Issue7_619_632.pdf
    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.

  3. The Role of Micro-Mechanics in Soil Mechanics

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/94_TR313.pdf
    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

  4. Take, W. A. & Bolton, M. D. (2003). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/128_Geotechnique_No53_Issue2_159_172.pdf
    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. SE1 p1 Cover

    www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf
    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

  6. SDM04.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Ultrathin_antennas_Paper.pdf
    31 Mar 2004: Resulting in λ = 7.11 104and a corresponding fundamental natural frequency of0.24 Hz.†.

  7. 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.

  8. PII: S0266-352X(02)00015-0

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/116_Computers&geotechnics_vol29_Issue8_587_607.pdf
    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.

  9. 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.

  10. PII: S0168-874X(99)00052-9

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/90_FEAD_vol33_Issue4_227_358.pdf
    7 Jan 2004: Numer. Methods in Eng. 24 (1987) 337}357. [4] O.C. Zienkiewicz, M.

  11. OTC 16845 Centrifuge Model Tests on Anchor Piles for ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/142_OTC_16845.pdf
    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′′.

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