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  2. Cam Middleton

    www-civ.eng.cam.ac.uk/struct/crm/index.html
    4 Oct 2011: Middleton is the Director of the Laing O'Rourke Centre for Construction Engineering and Technology and a co-Investigator in the new Innovation and Knowledge Centre in Smart Infrastructure and Construction. ... New 'Innovation and Knowledge Centre' worth
  3. Cam Middleton

    www-civ.eng.cam.ac.uk/struct/crm/
    4 Oct 2011: Middleton is the Director of the Laing O'Rourke Centre for Construction Engineering and Technology and a co-Investigator in the new Innovation and Knowledge Centre in Smart Infrastructure and Construction. ... New 'Innovation and Knowledge Centre' worth
  4. Teaching material for schools - Tall Building design

    www-civ.eng.cam.ac.uk/cjb/schools/buildings1/index.html
    22 Feb 2011: The work was carried out in association with theNot all towers are new - this one is in Suzhou, China.
  5. 22 Dec 2011: decade. Recent work has resulted in a new lower-bound plastic analysis technique. ... Used in conjunction with an upper-bound yield-line analysis, this new technique could provide assessing engineers with a high degree of confidence in the accuracy of
  6. 22 Dec 2011: Since becoming a lecturer at the Department, Cam has continued to investigate new structural analysis and risk assessment techniques for the management of bridges. ... Past PhD Students. Dr Andrew Jackson. Andrew developed a new combined upper and
  7. Long-term behaviour of twin tunnels in London clay

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-laver.html
    2 Nov 2011: A new method is formulated to predict long-term horizontal and vertical surface displacements after excavation of a single tunnel, and incorporates an improved measure of relative soil-lining permeability.
  8. Tunnelling in sands and the response of buildings

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst_farrell.html
    10 Jan 2011: Based on these observations a new empirical approach for quantifying the soil structure interaction is proposed. ... Trends in the vertical and horizontal displacement profiles are identified and a new method for predicting the settlement profile in sands
  9. Department of Engineering - Bridge Research Group - Publications

    www-civ.eng.cam.ac.uk/brg/publications.html
    22 Dec 2011: 1995 (Unpublished). 1994. Middleton, C.R. Example collapse and reliability analyses of concrete bridges using a new analysis technique in Developments in Short & Medium Span Bridge Engineering. ... Middleton, C.R. The application of new analysis
  10. Cam Middleton: Publications

    www-civ.eng.cam.ac.uk/struct/crm/publications.html
    27 May 2011: Unpublished). 1994. Middleton, C.R. Example collapse and reliability analyses of concrete bridges using a new analysis technique in Developments in Short & Medium Span Bridge Engineering. ... Middleton, C.R. The application of new analysis techniques to
  11. Chris Burgoyne Publications Page

    www-civ.eng.cam.ac.uk/cjb/cjbpublications.html
    4 Oct 2011: Struct. Engrs, London, June 1991. Burgoyne C.J., Parafil ropes - from development to application, IABSE Colloquium on New Materials, Cambridge, July 1991. ... Burns Symposium on Historic Innovations in Prestressed Concrete, ACI SP-231, 15-32, New Orleans,
  12. 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.
  13. 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.
  14. 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.
  15. 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
  16. 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.
  17. 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
  18. 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).
  19. 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
  20. 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.
  21. 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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