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21 - 28 of 28 search results for news |u:www-civ.eng.cam.ac.uk

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  2. Wrinkled membranesPart II: analytical models

    www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p03-p.pdf
    23 Feb 2006: Journal of. Mechanics ofMaterials and Structures. WRINKLED MEMBRANESPART II: ANALYTICAL MODELS. Y. Wesley Wong and Sergio Pellegrino. Volume 1, Nº 1 January 2006. mathematical sciences publishers. JOURNAL OF MECHANICS OF MATERIALS AND

  3. DISCUSSIONS AND CLOSURES dge mail: dge, ages inage- n-o ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/153_ASCE_2005_No17_Vol2_88_96.pdf
    18 Jan 2006: 469 7th Ave., New York, NY 10018. E-mail: Ssadek@mta-esa.o2Associate Professor, Polytechnic Univ., 6 Metrotech Center, Broo. ... NY 11201. E-mail: Iskander@poly.edu3Tunnel Engineer, STV Inc., 469 7th Ave., New York, NY 10018.

  4. two-column lay out Millpress

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/163_ICSMGE_OSAKA_2005_Vol2_1685-1688.pdf
    18 Jan 2006: 4 CONCLUSIONS. The deformation mechanisms during uplift of a pipe buried in sand have been observed in a plane strain calibration chamber, and quantified using a new image analysis technique.

  5. Stability of Submarine Pipelines on Liquefied SeabedsT. C. Teh1; ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/170_ASCE_2006_132_Teh.pdf
    15 Aug 2006: on Earthquake Engi-neering, Christchurch, New Zealand. Damgaard, J. S., and Palmer, A. ... Sarpkaya, T., and Isaacson, M. 1981. Mechanics of wave forces onoffshore structures, Van Nostrand Reinhold, New York.

  6. Ground Movement Predictions for Braced Excavationsin Undrained Clay…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/165_2005_Vol132_No4_465_477.pdf
    12 Oct 2006: Terzaghi, K. 1943. Theoretical soil mechanics, Wiley, New York.Whitman, R. V., Johnson, E. ... Engrg. Congress, Geotech. Spec. Publ. No. 27,. ASCE, New York, 1, 173–184.

  7. Yetginer, A. G., White, D. J. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/168_Geotechnique_No.56_(5)_349_354.pdf
    12 Oct 2006: 8th Int. Conf. of the Deep FoundationsInstitute, New York, 299 – 310.

  8. A new design method for retaining walls in clay ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/145_CanGeoJournal_2004_Vol41_No3_451_466.pdf
    18 Jan 2006: 2) Reducing the soil strength parameters by a factor Fs —This method was adopted later on by the new BritishStandard BS 8002 (British Standards Institution 1994). ... The new approach of allowing for an offset ininitial deviatoric stress due to K0

  9. Physics of Liquefaction Phenomenaaround Marine Structures M. B. de ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/169_ASCE_2006_132_4_de_groot.pdf
    15 Aug 2006: Volume strain is no longer an interesting outputvariable of such tests, whereas the development of pore pressureis a new interesting output variable.

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