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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. 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.

  3. BOLTON, M. D. (1986). GCotechnique 36, No. I.65578 The ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/14_Geotechnique_No36_Is1_65_78.pdf
    6 Jan 2004: 72 BOLTON. zo-. 16-. Empwxil relatmn (11). 0 4 8 12 16 20 24!

  4. Bolton, M. D. & Powrie, W. (1988) GLmechnique 38, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/19_Geotechnique_No38_Is2_167_189.pdf
    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

  5. ACM-186

    www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf
    20 Jul 2004: The motorway has 3 lanes in each direction, of which 2 were assumed closed between 0:00-6:00 and 19:00-24:00, and one from 6:00-16:00, ... 5. 0 5 10 15 20 24. -4.5. -4. -3.5. -3.

  6. 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

  7. 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.

  8. 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.

  9. Cheng, Y. P., Bolton, M. D. & Nakata, Y. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/138_Geotechnique_No54_Issue2_131_141.pdf
    7 Jun 2004: 18 20 22 24 26 28 30. 130. 128. 126. 124. ... 18. 12. 06. 0. 06. 12. 18. 24. 0 1 2 3 4 5.

  10. 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. &

  11. gt490110 133..141

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/77_Geotechnique_No49_Is1_133_141.pdf
    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.

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