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1 - 4 of 4 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 4 match some words.

  1. Results that match 1 of 2 words

  2. Contents.indd

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/214.pdf
    20 Mar 2012: Based on a study of the published literature, a database of 20 clays and silts is presented that allows predictions to be made of the strain-dependent stiffness of fine-grained ... wL=75% (this study). wL=100% (this study). wL=200% (this study). Based on

  3. Take, W. A. & Bolton, M. D. (2011). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/211.pdf
    20 Mar 2012: 80. 80. 60. 60. 60. 40. 40. 40. 20. 20. 20. ... 0. 0. 0. 20. 20. 20. 40. 40. 40. 0. 50.

  4. Energy Conservation as a Principle Underlying MobilizableStrength…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/210.pdf
    20 Mar 2012: Downloaded 20 Mar 2012 to 129.169.242.3. Redistribution subject to ASCE license or copyright. ... 0.000.050.100.15. Dep. th (. m). 0. 10. 20. 30. 40. 50.

  5. t11-052 1485..1503

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/212.pdf
    20 Mar 2012: 10z. 0:47ð10zÞ0:28. Using eq. [20], and taking an assumed bandwidth of Ds =300 to 1000 kPa for London clay, the predicted profiles withdepth of gM=2 can be computed; ... 1966. Direct simple-shear tests on a. Norwegian quick clay. Géotechnique, 16(1):

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