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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 -
Chris Burgoyne Research Page
www-civ.eng.cam.ac.uk/cjb/cjbresearch1.html12 Oct 2010: Slightly paradoxically, development of new tension materials focusses attention on the failure mechanisms of concrete.
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