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  2. Bolton_DFI_2010_keynote_lecture_preprint

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/200.pdf
    3 May 2010: Keynote lecture presented at Geotechnical Challenges in Urban Regeneration, the 11th International Conference of the DFI-EFFC, London, 26-28 May 2010. PREDICTING AND CONTROLLING GROUND MOVEMENTS. AROUND DEEP EXCAVATIONS. Malcolm D. Bolton, Sze Yue
  3. Thesis_VivaCorrections_Rev1_DG

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Garber_D.pdf
    15 May 2014: incorporating this uncertainty in the design and economic evaluation of full-size (i.e.
  4. SE1 p1 Cover

    www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf
    3 Feb 2004: The engineer can then design the reinforcement in the twodirections, and to be economic, he curtails the reinforcement assoon as possible, so that the resistance moment follows veryclosely the applied moment.
  5. Enginuity July 2003

    www-civ.eng.cam.ac.uk/dsl/enginuity.pdf
    10 Sep 2003: We allknow that engineers should have a knowledgeof economics, but Phillips made an enormouscontribution and showed that economists couldlearn much from engineering!
  6. 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: 1. Author’s contact details: R. J. Lock, Graduate Engineer, Arup, 13 Fitzroy Street,. London W1T 4BQ, UK (e-mail: beccy.lock@arup.com). Academic Supervisor: Professor Malcolm Bolton, Schofield Centre, High Cross, Madingley Road, Cambridge, CB3 0EL,
  7. 20 Mar 2000: ture for changes in use [5]. It wasrecognised early in the work that car-bon fibre is not economic when viewedon the basis of the material cost. ... time.Similarly, the use of GFRP compositesfor complete structures is proving tobe economic when there are
  8. Burgoyne

    www-civ.eng.cam.ac.uk/cjb/papers/cp68.pdf
    20 Jul 2004: It is also unlikely that AFRP or CFRP will be economic for flexure. ... Bent pultrusions, however, will never be economic. 4.4 Internal confinement for compression.
  9. Burgoynefinal2

    www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf
    8 Apr 2011: This directly affects the economics of the application, and because of uncertainty about the long-term properties can lead to very high factors of safety being applied. ... Doubt about the extrapolation method can have a very real economic effect and can
  10. frprcs9Final00487

    www-civ.eng.cam.ac.uk/cjb/papers/cp83.pdf
    26 Mar 2010: FIBRE REINFORCED POLYMERS – STRENGTHS, WEAKNESSES,. OPPORTUNITIES AND THREATS. Chris BURGOYNE Department of Engineering, University of Cambridge, UK Keywords: economics, strengths, weakness, applications, design. ... So once again we are being forced
  11. ADVANCED COMPOSITES - THE CHALLENGE TO BRIDGE DESIGNERS C ...

    www-civ.eng.cam.ac.uk/cjb/papers/cp48.pdf
    31 Aug 2001: Is this because thetechnology is wrong? Are the economics wrong? Are engineers too conservative? ... There will thus need to be research before economic designrules can be introduced.
  12. 26 Mar 2010: But bent pultrusions will never be economic. 4.4 Internal confinement for compression. ... So the economic viability of a design depends crucially on whose costs are taken into account.
  13. C i V i L e n g I ...

    www-civ.eng.cam.ac.uk/cjb/papers/p62.pdf
    22 Mar 2010: The decision to make the bridge continuous was a late amendment to the design, and apparently taken on economic grounds since it allowed the new cables to pass from one
  14. Summary

    www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf
    11 Jul 2007: shear strength. • To avoid steel congestion and make an economic use of transverse reinforcement, spirals.
  15. 27 Mar 2010: The test further shows that the use of FRP to make confining spirals is a very economic use of the fibre, with only a small amount of fibre providing a very
  16. 74913-2 253..262

    www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf
    9 Nov 2001: Would. such a bridge be economic? It is made from a rectangular block. ... metallic materials, requirements and economic appli-. cations. Proceedings of the 2nd International RILEM.
  17. 26 Mar 2005: A stage will be reached where the economic point (A on Fig.5) moves outside the physical limits of the beam; Guyon (1951a) denoted thelimiting condition as the critical span.
  18. Loss estimation for reinforced concrete buildings: some problems

    www-civ.eng.cam.ac.uk/cjb/concplas/18spence.pdf
    11 Jul 2007: Microzonation study). Casualty model. Loss estimation:Damage states, casualties,. direct economic losses.
  19. Centrifuge Modelling of Upheaval Buckling

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR314.pdf
    8 May 2002: resistance is critical to the safe and economic design of pipelines (Schaminee et al, 1990). ... density. The economics of these alternatives may demonstrate that better design and more efficient.
  20. with a viewfor use ast are beingns. A widethat ...

    www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf
    25 Apr 2005: Uncertainty in the extrapolation method can thusa very real economic cost and can mean that a less suitablterial is used simply because there is more certainty aboproperties.
  21. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/09eyre.pdf
    11 Jul 2007: This includes consideration of appropriateness and suitability for intended use, the implications of manufacture, visual suitability and environmental responsibility and fitness for the structural life; all being commensurate with economic resource

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