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11 - 20 of 27 search results for news |u:www-civ.eng.cam.ac.uk

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  2. Burgoynefinal2

    www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf
    8 Apr 2011: The common design lifetime for bridges is 120 years. It is impossible to conduct tests for these durations before using new materials. ... Crow, E.L. and Shimizu, K. (1988). Lognormal Distributions:Theory and Application, New York: Dekker.

  3. Li Haigh and Bolton 2010 GeoShanghai pile sand axial cyclic loads

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/202.pdf
    3 Aug 2011: The whole test package is presented in FIG 1(a). A new two-axis servo actuator was designed to apply vertical loads to the model pile.

  4. FRPRCS-10-Taher-Burgoyne-Cambridge-Final

    www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf
    8 Apr 2011: As the load T increases, new cracks form when the. concrete strain exceeds its cracking strain.

  5. Marketos and Bolton 2006 Yamaguchi

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/175.pdf
    2 Aug 2011: ABSTRACT: The deformation of a volume of sand comes about from particle rearrangement to new posi-tions, and from particle crushing at larger stresses. ... One can observe that the curves in Figure 6 agree very well with each other initially and up to a

  6. Zurich2010_monopile_final

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/198.pdf
    3 Aug 2011: A new servo actuator was used to apply force-controlled cyclic lateral loads to the mono-pile, as shown in Figure 2. ... Madabhushi, S.P.G., Houghton N.E., and Haigh S.K. 2006. A new automatic sand pourer for model preparation at Uni-versity of Cambridge.

  7. 254_2006_603_52_8-web 1595..160

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/179.pdf
    3 Aug 2011: Inter-science , New York. Vipulanandan C, Leung M (1995) Treating contaminated,cracked and permeable field clay with grouts. ... Geoenviron-ment 2000, New Orleans, pp 829–843. Viswanadham BVS, Mahesh KV (2002) Modelling deformationbehaviour of clay

  8. Granular Matter (2010) 12:477–482DOI 10.1007/s10035-010-0212-9…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/203.pdf
    3 Aug 2011: Iverson, R.M., Vallance, J.W.: New views of granularmass flows. Geology 29(2), 115–118 (2001).

  9. ISFOG2010 Kuo et al v3_13_05_2010

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/206.pdf
    2 Aug 2011: New evidence for the origin and behaviour of deep ocean ‘crusts’. ... Access to new undisturbed box core samples pre-sented the opportunity to quantify the influence of sediment structure on shear strength and other me-chanical properties within the

  10. Proceedings of 30th International Conference on Ocean, Offshore and…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/209.pdf
    3 Aug 2011: Plenum Geobiology Series. Plenum Press,New York. [6] Aller, R., 1982. The effects of macrobenthos on chemicalproperties of marine sediment and overlying water. ... Journal of the Marine Biology Association , New Se-ries, XVII(2). [10] Moore, H., 1931.

  11. Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/207.pdf
    2 Aug 2011: Finally, it isshown that an equivalent constant value m can bederived empirically, using the new solutions to identify anequivalent mean effective stress pm. ... Kumar & Khatri (2008)reported similar results for smooth strip footings. A new form of

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