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11 - 17 of 17 search results for katalk:PC53 24 / |u:www-civ.eng.cam.ac.uk where 0 match all words and 17 match some words.

  1. Results that match 1 of 2 words

  2. 2009-TPC-615 Matthew Kuo

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/193.pdf
    3 Aug 2011: two species of burrowing invertebrates can individually increase the. undrained shear strength of clay by about 1kPa after 24 hours.

  3. Uplift Mechanisms of Pipes Buried in SandC. Y. Cheuk1; ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/187.pdf
    2 Aug 2011: Fraction A LB sand Fig. 3a hasa D50 of 2.24 mm. ... CD CL FD FL. 2.24 2.24 0.28 0.28. 87 1,532 1,551 1,386.

  4. Flat boundaries and their effect on sand testing

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/204.pdf
    3 Aug 2011: Anal. Meth. Geomech. 2010; 34:821–837Published online 24 September 2009 in Wiley InterScience (www.interscience.wiley.com). ... εyy εzz εxy εxz εyz. Whole sample (best-fit) 0.15 0.10 0.72 0.02 0.02 0.051st slice from bottom 0.24 0.08 7.31

  5. Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/191.pdf
    2 Aug 2011: grain sizes (D50 0.28 mm and2.24 mm) at two different relative densities ID of 30% and90%. ... tanc. e,N. γRelative. dilatancy, IR0404–1212–2020–2828–3636. IR 4. IR 32. IR 24.

  6. Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Thu, 07…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/201.pdf
    2 Aug 2011: Soils Found. 24, No. 2, 1 – 15. Rowe, P. W.

  7. Compaction bands simulated in Discrete Element Models

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/194.pdf
    2 Aug 2011: 1 0:4080:433 0:408 24 (3). Substituting into Eq. (3) the porosity values calculated from oursimulations at strains close to the initiation of the crushing front(3zz 0.048)

  8. Supporting_excavations_in_clay_-_from_analysis_to_decision-making

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/189.pdf
    2 Aug 2011: Wall Deflection, w, (m). 0.000.040.080.120.160.200.24. Dep. th (m. ). 0. 10.

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