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Excess pore pressures under cyclically loaded model jack-up…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-hsu.htm13 Feb 2002: In this new series of centrifugal tests, the effects of excess pore pressure under spud-can foundations of a scaled model three-leg offshore jack up structure subjected to horizontal cyclic -
Centrifugal modelling of tunnel construction in soft clay
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mair.html26 Jun 2001: Observed collapse mechanisms in the centrifuge models led to the development of new and improved upper bound solutions. -
The response of full-scale piles and piled structures to tunnelling
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-selemetas.htm26 Jan 2006: The fieldwork took place during construction of the new Channel Tunnel Rail Link (CTRL) in the UK, in Contract 250 in Dagenham, Essex. -
Clastic Soil Mechanics
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mcdowell.html26 Jun 2001: Taking the production of new surface area from the particle size distributions produced by the numerical model, a work equation is used to deduce the plastic compression of voids, for -
Seismic Modelling of Rock-Fill Embankments on Deep Loose Saturated…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-carrier.htm26 Jun 2001: As dielectric soil characterisation is a very new area, there are few sensors available for practical applications. -
Tunnelling in sand and its effect on pipelines and piles
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-marshall.html11 Jun 2009: New tunnel construction occurs increasingly close to existing buried structures. Tunnel designers must account for likely effects that construction activities may have on these structures. -
Soil-Pipeline Interaction at the Seabed
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-cheuk.htm29 Nov 2007: A new image analysis technique was used to track the soil movement without recourse to intrusive target markers. -
Conditioning of clay soils for tunnelling machine screw conveyors
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-dimmock.htm7 Jul 2004: The thesis proposes new ways in which the magnitude of ground movement may be predicted, with an emphasis on the different stages of tunnel construction; a modified approach to the Load -
An investigation into the behaviour of pressed-in piles
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-white.htm27 Jun 2002: A new system for deformation measurement in plane strain modelling and other forms of geotechnical testing has been developed. -
Department of Engineering - Bridge Research Group - Publications
www-civ.eng.cam.ac.uk/brg/publications.html22 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 -
Cam Middleton: Publications
www-civ.eng.cam.ac.uk/struct/crm/publications.html27 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 -
SOIL-PIPELINE INTERACTION IN UNSATURATED SOILS
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-robert.html16 Sep 2010: The results were synthesized to produce new normalised pipe load charts. -
Behaviour of landfill systems under monotonic and earthquake loading
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-thusyanthan.html29 Nov 2007: This research has shown the effectiveness of dynamic centrifuge testing of MSW landfills and provided valuable information that may be used in designing of new landfills or risk assessment of old -
www-civ.eng.cam.ac.uk/cjb/papers/cp10.pdf
www-civ.eng.cam.ac.uk/cjb/papers/cp10.pdf11 Aug 2003: -
www-civ.eng.cam.ac.uk/cjb/papers/cp32.pdf
www-civ.eng.cam.ac.uk/cjb/papers/cp32.pdf11 Aug 2003: -
Three-dimensional finite element analysis of short and long-term…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-wongsaroj.html23 Feb 2006: In low permeability soils, a change in stress state induces excess pore pressures that, in the long-term, dissipate into a new equilibrium regime leading to further ground displacement and complex -
D:\Current_work\Calladine Conference\Proceedings\contents_etc.dvi
www-civ.eng.cam.ac.uk/contents.pdf19 Jun 2002: NEW APPROACHES TO STRUCTURAL MECHANICS,. SHELLS AND BIOLOGICAL STRUCTURES. Edited by H.R Drew and S. -
Jumping Bunny Research Project - Main Page
www-civ.eng.cam.ac.uk/dsl/Bistable_actuation/main_project_page.html11 Nov 2003: This new concept is shown below alongside the chosen actuation strategy. -
Chris Calladine
www-civ.eng.cam.ac.uk/struct/crc/publications.html21 Aug 2008: The Structural Engineer, 51, 147-154 (1973). 35. C.R. Calladine, 'A new thermodynamic diagram for representing steady one-dimensional compressible fluid flow', J. ... Gupta, pp 71-97, Wiley Eastern, New Delhi (1993). 104. C.R. Calladine, "Causes of
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