Search

Search Funnelback University

Search powered by Funnelback
21 - 30 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. 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
  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. 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.
  5. 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.
  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. 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.
  8. 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
  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.

Search history

Recently clicked results

Recently clicked results

Your click history is empty.

Recent searches

Recent searches

Your search history is empty.