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  2. D:\Papers\Bistable prestressed shells\Paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Kebadze-Guest-Pellegrino_revised.pdf
    17 Feb 2004: where usually κxy = 22w/xy).The strain energy in this new configuration can be readily estimated if edge. ... Kluwer Aca-. demic Publishers, Dordrecht. Lubliner, J., 1990. Plasticity Theory, Macmillan Publishing Company, New.
  3. Evaluation of Shear Modulus and Damping in Dynamic Centrifuge ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf
    12 Oct 2004: 2. Arulnathan, R., Boulanger, R.W., Kutter, B.L. & Sluis, W.K. (2000) “New Tool for. ... Madabhushi, S.P.G., Schofield, A.N. & Lesley, S. (1998) “A new stored an18.
  4. The Role of Micro-Mechanics in Soil Mechanics

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/94_TR313.pdf
    5 Jan 2004: same. Of course, aims are different thandeliverables. We have to learn how to apply new technologies to maximum effect before we canattempt to do the key research referred to above. ... Then a consistent trend develops in whicha fractal dimension D can
  5. PII: S0168-874X(99)00052-9

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/90_FEAD_vol33_Issue4_227_358.pdf
    7 Jan 2004: The new element size hiis chosen. as the minimum of both values in Eq. ... After. remeshing, the accuracy of the new mesh was checked and the analysis resumed.
  6. Take, W. A. & Bolton, M. D. (2003). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/128_Geotechnique_No53_Issue2_159_172.pdf
    5 Jan 2004: These experiments were con-ducted with the new tensiometer described in the precedingsections. ... W. (1984). New procedure for saturatingsand specimens. ASCE J. Geotech. Engng, 110, No.
  7. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/68_IJNAM_No21_Issue12_825_843.pdf
    7 Jan 2004: where k is a function of / alone.Considering the new surface area as consisting of the area produced by each order of particle. ... The binary string for each new triangle produced is obtained by taking the string associatedwith the triangle being split
  8. Palmer, A. C. et al. (2003). Géotechnique 53, No. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/135_Geotechnique_No53_Issue10_877_883.pdf
    6 Jan 2004: m, to a new equilibrium with the pipe axis 4.2 m abovethe surface.
  9. BOLTON, M. D. (1986). GCotechnique 36, No. I.65578 The ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/14_Geotechnique_No36_Is1_65_78.pdf
    6 Jan 2004: The practical consequences of these new correlations are assessed, with regard to both laboratory and field testing procedures. ... implications of the new correlations to the procedures of laboratory and field testing.
  10. OTC 16845 Centrifuge Model Tests on Anchor Piles for ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/142_OTC_16845.pdf
    2 Feb 2004: D. Bolton, University of Cambridge; A. J. Valsangkar, University of New Brunswick, J. ... When the peak lateral displacement was reached and the displacements began to reduce again, the wave collapsed and a new wave appeared on the other side.
  11. Soga, K., Au, S. K. A., Jafari, M. R. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/137_Geotechnique_No54_Issue2_81_90.pdf
    7 Jun 2004: D. & Droof, E. R. (1994). Settlementprotection works for new St Clair River rail tunnel. ... 1982). Soil stabilization by grouting onBaltimore Subway. Proceedings of the conference on grouting ingeotechnical engineering, New York, pp.
  12. rther usey groundtigated toent, andmeasuredted. Thed of…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/118_ASCE_JG&GE_vol128_issue4_283_291.pdf
    6 Jan 2004: A new ease-of-progrratio G easy called ‘‘soft’’ by some ENPASOL users! ... 1999! ‘‘COSMUS; New methods for compensation grouting.’’Un-derground Works—Ambitions and Realities, Association Francaise deTravaux en SouterrainAFTES!
  13. ergroundg systemneed to mine soilgroutingulate the ed on. Factors ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/127_ASCE_JG&GE_vol129_issue3_254_262.pdf
    6 Jan 2004: Settlementprotection works for new St. Clair river rail tunnel.’’Can. Tunnelling,291–302. Drooff, E. ... News,172!, 27–32. Mair, R. J., and Hight, D. W.1994! ‘‘Compensation grouting.’’WorldTunnelling,November, 361–367.
  14. gt480506 667..679

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/70_Geotechnique_No48_Is5_667_679.pdf
    5 Jan 2004: E. (1977). Mechanics of particulate media.New York: McGraw-Hill. Jaeger, J. C. ... 12, 2079 2102. Mandelbrot, B. B. (1982). The fractal geometry of nature.New York: Freeman.
  15. Bhattacharya, S., Madabhushi, S. P. G. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/139_Geotechnique_No54_Issue3_203_213.pdf
    21 Jun 2004: A new parameter, the slendernessratio of a pile, is introduced to classify pile performancein liquefiable soils. ... Commen-tary (Federal Emergency Management Agency, USA, 369) forseismic regulations for new buildings and other structures.
  16. mc510501 295..307

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/88_MCR_No51_Issue5_295_307.pdf
    7 Jan 2004: B. Soil Mechanics in EngineeringPractice. Wiley, New York, 1947. 8. Powers T. ... 1976, 9, No. 10, 1425 1443. 21. Double D. D. New developments in understanding the chemistryof cement.
  17. 325 Lee, C. J., Bolton, M. D. & Al-Tabbaa, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/119_Geotechnique_No52_Issue5_325_335.pdf
    5 Jan 2004: New York: John Wiley & Sons. Thomas. J. (1998). Performance of piles and pile groups in clay.PhD thesis, University of Western Australia. ... New York: Van Nostrand Reinhold. DISTRIBUTION OF DRAGLOADS IN PILE FOUNDATIONS 335.
  18. Cheng, Y. P., Nakata, Y. & Bolton, M. D. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/129_Geotechnique_No53_Issue7_633_641.pdf
    7 Jun 2004: was ignored.New theoretical frameworks link ‘plastic yielding’ and ‘plas-tic hardening’ of sands with the successive breakage ofgrains (McDowell et al., 1996; McDowell & Bolton, 1998),and draw attention to the
  19. Bolton, M. D. & Wilson, J. M. R. (1989). ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22_Geotechnique_No39_Is4_585_599.pdf
    6 Jan 2004: F. (1979). An introduction to mechanical ribra- tions 2nd Edn, New York: Wiley. ... Stoker, J. J. (1950). Nonlinear vibrations. New York: Interscience Publishers. Timoshenko, S., Young, D.
  20. White, D. J., Take, W. A. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/133_Geotechnique_No53_Issue7_619_632.pdf
    5 Jan 2004: Thescatter of displacement measurements recorded during com-parison of a random image with itself is identical to thatwhich would be recorded had a new ‘displaced’ image beencreated by cropping one side ... 630 WHITE, TAKE AND BOLTON. CONCLUSIONSA
  21. Cheng, Y. P., Bolton, M. D. & Nakata, Y. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/138_Geotechnique_No54_Issue2_131_141.pdf
    7 Jun 2004: New approaches, such as the discrete elementmethod (DEM), can offer new insights. ... NOTATIONA proportional constant for flow rule of the new model at.

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