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  2. 1 Author’s contact details: R. J. Lock, Graduate Engineer, ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR320.pdf
    22 Jun 2003: A. trend of the maximum weekly pressures at integral backwall B from January 1994. ... observed during the monitoring period. Figure 4.4c Maximum weekly soil pressure at integral backwall B.
  3. 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: 100. 50. 0. 50. 100. A. B′. B. C. D. Applied water pressure. ... 100. A. B′. B. C. D. Pressure decreasing. 150 100 50 50 100 1500.
  4. report1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR177.pdf
    21 Mar 2001: 12. 2.6 Projections of circular conguration onto (a) global plane; (b) localplane. ... β. (b). B. R. D. C. D. B CO. (a). 2 R.
  5. PII: S0266-1144(00)00009-1

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/102_Geotex&GeoMem_vol19_Issue1_23_44.pdf
    7 Jan 2004: CRISP90 User's and Programmer's Guide, Vols. 1 & 3. Cambridge. University Engineering Department, UK.Broms, B.B., Chu, J., Choa, V., 1994. ... J. Geotech. Engng. Div. ASCE. 100, 763}786.Low, B.K., Wong, K.S., Lim, C., Broms, B.B., 1990.
  6. t11-052 1485..1503

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/212.pdf
    20 Mar 2012: Mobilization strainA variety of b-values describe the stress–strain data of the. ... British Standards Institution (BSI), London. Burland, J.B., Broms, B.B., and de Mello, V.F.B.
  7. 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: b,B” (18). Differentiating equation (18) with respect to 0. dT - = b, 2b,0 3b,0. ... K(A) = (b, b, A eb, A). C(A) = a (26, A $b,) (28).
  8. 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: A L - TA B B A A{. Negative skin friction on pile foundations, predicted fromthe results of numerical analyses, is presented. ... 27, pp. 505 – 518. New York: ASCE. Broms, B. B.
  9. 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: 50. σ f: M. Pa. b 5 20.357. b 5 20.343. ... 12, 2079 2102. Mandelbrot, B. B. (1982). The fractal geometry of nature.New York: Freeman.
  10. Centrifuge and Analytical Studies of Full HeightBridge Abutment on ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR278.pdf
    17 Aug 2001: B.M. (MNm) Pile head displ. (mm)125 wks. later. 11.98. 10.03. 12.26. ... Test No. Average max. B.M. (MNm) Pile head displ. (mm)End of const.
  11. The Structural Engineer Journal

    www-civ.eng.cam.ac.uk/cjb/papers/p56.pdf
    6 Jun 2006: ô“ ÎNóx‹ÿTñTy?W#B»Ûvíñ—ÍEíîïrúpžäø¿lD…Ÿ6[Q œ›6«S}öôˆ#{lx£ÎxQcPÃO{óÏZܘ ÌÊwx«/ÒÇÑ08$F‘ÍéÉñç-BÅ{ ... Í–ü

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