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  2. A Numerical Approach to the Kinematic Analysis of Deployable ...

    www-civ.eng.cam.ac.uk/dsl/publications/Numerical_approach.pdf
    20 Mar 2006: rectangular structures, of which an example was shown in Figure 3, has produced many exam-.
  3. 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: These results, if confirmed for a wider range of pile sizesand ground conditions, suggest that there may be potentialfor the high stiffness of jacked piles to be exploited formore economic foundation
  4. 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: Having taken thisjudgment based on experience, the designer is instructed onthe precise partial factor by which soil strengths, for exam-ple, are reduced. ... In this case, the validity of MSD assumptions was exam-ined for a typical concrete wall

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