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  2. Discussion: Laboratory measurement of strength mobilisationin kaolin: …

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/216%20discussion.pdf
    28 Nov 2013: 2012). Invited keynote: quandary in geomaterialcharacterization: new vs. old. In Shaking the foundations ofgeoengineering education. ... 1975). Discussion: new design procedure for thestability of soft clays. ASCE J.
  3. Proceedings of the Institution ofCivil EngineersGeotechnical…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/167.pdf
    20 Dec 2013: D. Bolton MSc, PhD, CEng, MICE. The authors have developed a new approach to the. ... 2. OSMAN A. S. and BOLTON M. D. A new design method for.
  4. Laboratory measurement of strength mobilisation in kaolin: link…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/216.pdf
    28 Nov 2013: Analysis of new kaolin dataFigure 3 shows power curves fitted to the 18 triaxial testson reconstituted kaolin. ... 1996). Soil mechanics inengineering practice, 3rd edn. New York: John Wiley & Sons.
  5. 746 McMahon, B. T. et al. (2013). Géotechnique 63, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/224.pdf
    28 Nov 2013: 2003). New software for rigorous bearing capacitycalculations. Proceedings of the international conference onfoundations, Dundee, pp. ... 4, 265 – 273,http://dx.doi.org/10.1680/geot.7.00062. Terzaghi, K. (1943). Theoretical soil mechanics. New York,
  6. A new apparatus for modellingexcavations Sze Yue LamResearch…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/215.pdf
    28 Nov 2013: A new apparatus for modellingexcavations. Sze Yue LamResearch Associate, University of Cambridge, Cambridge, UK. ... In-flight excavatorA new two-axis servo actuator was designed for the Turner.
  7. Haigh, S. K. et al. (2013). Géotechnique 63, No. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/222.pdf
    28 Nov 2013: 7, 669 – 672, http://dx.doi.org/10.1680/geot.2003.53.7.669. Whyte, I. L. (1982). Soil plasticity and strength: a new approachusing extrusion.
  8. Water supply to a geotechnicalcentrifuge Paul Shepley MEngLecturer,…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/225.pdf
    28 Nov 2013: capable of servo control. This paper will address the commissioning of the new water. ... the nozzle pressure. 5. Installation resultsThe purpose of developing the new water supply was to.
  9. 500 Kuo, M. & Bolton, M. (2013). Géotechnique 63, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/223.pdf
    28 Nov 2013: The specific identification of faecal pellets.J. Mar. Biol. Assoc. (New Ser.) 17, No. ... Proc. 13th Int. Conf. Soil Mech.Found. Engng, New Delhi 1, 365 – 368.
  10. Effect of previous cyclic axial loadson pile groups Zheming ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/217.pdf
    28 Nov 2013: piles in sand. Journal of Geotechnical Engineering, ASCE. 120(1): 225–243. Madabhushi SPG, Houghton NE and Haigh SK (2006) A new.
  11. Kwok, C. Y. & Bolton, M. D. (2013). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/228.pdf
    29 Nov 2013: Oldecop &Alonso (2007) applied the same crack propagation conceptto consider the delayed breakage of rock particles leadingto a required rearrangement of granular structure in orderto reach a new equilibrium configuration, with ... Kuhn, M. R. & Mitchell,

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