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11 - 20 of 28 search results for news |u:www-civ.eng.cam.ac.uk

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  2. Osmanconf32a33

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/148_ICSFF_Singapore_2004.pdf
    25 Jan 2006: The Mobilisable Strength Design (MSD) method is a new design approach conceived with the framework of plasticity theory. ... Osman, A.S. and Bolton, M.D. (2004a). “A New Design method for retaining walls in clay”, accepted for publication in Canadian

  3. doi:10.1098/rspa.2005.1598

    www-civ.eng.cam.ac.uk/dsl/publications/Guest%20&%20Pellegrino.pdf
    2 Feb 2006: Hence, starting from the observation that many features of interestcan be captured by a model that considers only uniform, inextensionally deformedconfigurations of the shell, a new model is presented that expresses ... Section 4 presents this new model,

  4. 5aUK01.indd

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/161_16_ICSMGE_OSAKA_2005_2837_2840.pdf
    25 Jan 2006: A new class of compatibility factor Mc has been introduced to scale proportional ground displacements into soil shear strains. ... Engrg. Congr., ASCE, New York, N.Y., Vol.1, 869-884. Hight, D.W., Bond, A.J., and Legge, J.D.

  5. Wrinkled membranesPart I: experiments

    www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p02-p.pdf
    23 Feb 2006: Mansfield 1968] Mansfield, E. H., 1968. Tension field theory a new approach which shows itsduality with inextensional theory. ... W. and Pellegrino, S., 2002. Amplitude of wrinkles in thinmembrane. New Approaches to Structural Mechanics, Shells and

  6. Osman, A. S., Bolton, M. D. & Mair, R. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/177.pdf
    16 Nov 2006: J. M A I R y. A new analytical method is introduced for calculatingdisplacements due to tunnelling. ... Displacements aredifferentiated to obtain strains, and the new value of maxi-mum shear strain is calculated at every point within thedeformation

  7. Computation of Buckling Pressure of Pumpkin Balloons

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1803-983.pdf
    11 May 2006: Generally, because for nCA118-10-290 and nCR118-10-290 designs there is a new kind ofcritical mode for small numbers of n and very large differential pressures p.

  8. Osaka2004r

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/143_IS_OSAKA_June_2004_93_98.pdf
    25 Jan 2006: A new approach to the estimation of undrained settlement of shallow foundations on soft clay Ashraf S. ... Design (MSD) method is a new design approach based on the theory of plasticity and the concept of “mobilisable soil strength”.

  9. Osman, A. S., Mair, R. J. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/176.pdf
    16 Nov 2006: Figure 3 shows a new plastic deformation mechanism fora tunnel in undrained clay proposed in this paper.

  10. Wrinkled membranesPart III: numerical simulations

    www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p04-p.pdf
    23 Feb 2006: The mecha-nism through which new wrinkles are created, or wrinkles disappear, is explained. ... Geometrical Imperfections. IMPERFECTION. Definition of new. boundary conditions. Post-Wrinkling Analysis. STEP, NLGEOM.

  11. add25_osaka_ICSMGE_2005_jpeg

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/164_ICSMGE_OSAKA_2005_Vol2_2103_2106.pdf
    12 Jan 2006: 1039-1057. Jardine, R.J. & Chow, F.C. 1996. New Design methods for offshore piles.

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