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1 - 10 of 384 search results for katalk:za31 24 / / / / / where 0 match all words and 384 match some words.

  1. Results that match 1 of 2 words

  2. gt490411 543..552

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/79_Geotechnique_No49_Is4_543_552.pdf
    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.

  3. 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.

  4. 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

  5. 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.

  6. gt480506 667..679

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/70_Geotechnique_No48_Is5_667_679.pdf
    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.

  7. 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.

  8. 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;

  9. 325 Lee, C. J., Bolton, M. D. & Al-Tabbaa, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/119_Geotechnique_No52_Issue5_325_335.pdf
    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

  10. 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

  11. Bolton, M. D. & Powrie, W. (1987). GCorechnique 37, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/15_Geotechnique_No37_Is3_335_353.pdf
    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.

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