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21 - 40 of 45 search results for Economics Syllabus |u:www-civ.eng.cam.ac.uk where 1 match all words and 44 match some words.
  1. Results that match 1 of 2 words

  2. 5aUK01.indd

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/161_16_ICSMGE_OSAKA_2005_2837_2840.pdf
    25 Jan 2006: This aids the devel-opment of a more coherent syllabus for ground and foundation engineering that focuses on the real uncertainties.
  3. Uplift Mechanisms of Pipes Buried in SandC. Y. Cheuk1; ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/187.pdf
    2 Aug 2011: Introduction. Upheaval Buckling. Failure of an oil or gas pipeline has serious economic and envi-ronmental consequences.
  4. Concrete Bridge Assessment Using Plastic Collapse Analysis

    www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/
    29 Feb 2000: Even placing some form of traffic or weight restriction on a strategic bridge can impose a substantial economic burden on a community. ... What does failure actually mean in an elastic analysis and what are the consequences of such a failure in terms of
  5. Tunnelling-induced ground and building movement on the Jubilee Line…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-choy.htm
    22 Nov 2004: A better understanding of this soil-structure interaction problem is urgently needed so that safe and economic designs can be achieved.
  6. Grouted ground anchors and the soil mechanics aspects of cement…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mckinley.htm
    24 Aug 2001: John D McKinley, Cambridge University. Geotechnical Engineering Group. Abstract. Civil Engineers have used grouted ground anchors to transmit tensile loads into the soil because of the technique’s economic and practical
  7. 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
  8. Behaviour of rigid foundation in layered soil during seismic…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ghosh.htm
    31 Mar 2004: Site response analysis for the layered soil also showed that there was visible advantage of using a 2D non -linear program over 1D program, as this would enable an economic design.
  9. 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,
  10. 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.
  11. GENERALISED AND HYBRID SUSTAINABILITY ASSESSMENTS IN CONTAMINATED…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Deyi%20Hou.pdf
    9 Sep 2014: social and economic sustainability and tertiary impacts, and the lack of transferrable. ... sustainability assessments which improves existing sustainability assessment. methods by incorporating social and economic sustainability as well as providing.
  12. 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.
  13. 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!
  14. Yetginer, A. G., White, D. J. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/168_Geotechnique_No.56_(5)_349_354.pdf
    12 Oct 2006: These results, if confirmed for a wider range of pile sizesand ground conditions, suggest that there may be potentialfor the high stiffness of jacked piles to be exploited formore economic foundation
  15. 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
  16. 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
  17. 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.
  18. 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.
  19. 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
  20. 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
  21. 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.

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