Search

Search Funnelback University

Search powered by Funnelback
111 - 120 of 408 search results for news |u:www-civ.eng.cam.ac.uk
  1. Fully-matching results

  2. UNIVERSITY OF CAMBRIDGE Department of Engineering Bridge Research…

    www-civ.eng.cam.ac.uk/brg/posts/furtherdetails_new.html
    24 Jul 2006: The primary requirement is for a high intellectual capability and the ability to comprehend new concepts quickly as well as work with other specialist disciplines to produce a working prototype of ... engineers from some of the major bridge owning
  3. Physical Modelling of Jet Grouting Process

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ji.html
    22 Dec 2008: A new model is constructed to estimate the ultimate cutting distance by the jet. ... The new model is developed to cover jet grouting cases using single fluid and double fluid jet grouting systems.
  4. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/rpabs.html
    14 Sep 2004: A new construction technique is developed which allows this task to be done in a more efficient and easy manner so that the mechanism can be specifically tailored for a particular
  5. 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
  6. New Document

    www-civ.eng.cam.ac.uk/geotech_new/facilities/numerical_simulation/solute_transport/photos.htm
    20 Jul 2001: Simulation of solute transport using POLLUTE software. Simulation of solute transport using POLLUTE software. Simulation of solute transport using POLLUTE software. Simulation of solute transport using POLLUTE software. Simulation of solute
  7. Stability of marine pipelines on unstable and liquefied seabed

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-teh.htm
    29 Nov 2007: This thesis examines the paradoxes in the conventional definition of soil liquefaction and proposes a new mechanism for wave-induced seabed liquefaction. ... The new design method is verified against measurements from the wave flume experiments, and also
  8. Response of Ground and Buildings to Deep Excavations and Tunnelling

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-goh.html
    15 Nov 2010: As a result of the rigorous study, new definitions of relative building stiffness have been proposed and design guidance to estimate the building modification factors are developed from which the building ... of the Pasir Panjang shop houses under the
  9. Effect of Building Stiffness on Excavation-Induced Displacements

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-shafie.htm
    26 Jun 2008: Recently, a new approach, based on the relative stiffness of a building and the underlying soil, has been proposed (Potts and Addenbrooks (1997) & Franzius (2004)) to account for the effect of ... Secondly, a centrifuge model, which adopted a new
  10. Foundation Optimisation and its Application To Pile Reuse

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Leung.html
    22 Oct 2010: The proposed design tool also includes an optimisation algorithm to obtain the best configuration of new piles to work alongside reused piles. ... A series of optimised reuse options are obtained with various amounts of new pile materials, each leading
  11. Matthew DeJong - Publications

    www-civ.eng.cam.ac.uk/struct/mjd/publications.html
    10 Jan 2017: Acikgoz MS, DeJong MJ (2013). Linearization and Modal Analysis of Flexible Rocking Structures, NZSEE Conference, Wellington, New Zealand. ... Conf on Structural Analysis of Historical Constructions, New Delhi, India, Vol.

Search history

Recently clicked results

Recently clicked results

Your click history is empty.

Recent searches

Recent searches

Your search history is empty.