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Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/aberleabs.htm31 Jul 2008: These new formulations, based on power series, are applicable for any degree of shear stiffness and any axial load. ... The new element formulations, together with the proposed solution procedures are implemented into an essentially new computer program. -
deployable structures laboratory
www-civ.eng.cam.ac.uk/dsl/index_2007.html11 Jan 2008: Laboratory was founded by Prof Sergio Pellegrino in 1990 to develop new, generic solutions and to better understand the behaviour of existing deployable structures. ... exhibitions "Contemporary Developments in Design Science: Buckminster Fuller -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/mansfield.html31 Jul 2008: A yield-line analysis with COBRAS using this new mechanism successfully predicted the collapse load of the square plate to within 2.2% of Fox’s exact solution. -
Becoming a Civil Engineer at Cambridge
www-civ.eng.cam.ac.uk/civils.html6 Aug 2008: But there will always be new things to learn; new techniques; new materials, and new problems to apply them to. -
Physical Modelling of Jet Grouting Process
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ji.html22 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. -
Effect of Building Stiffness on Excavation-Induced Displacements
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-shafie.htm26 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 -
Distributed Optical Fibre Strain Sensing of Geotechnical Structures
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mohamad.html27 Oct 2008: The first tunnel instrumentation was implemented in an old masonry tunnel when a new tunnel was constructed obliquely underneath the old tunnel. ... springline nearer to the new tunnel recorded higher compressive strain than the opposite springline. -
Numerical Investigations of Fracture Prevention in Wellbores
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-uchida.html17 Oct 2008: In order to prevent such drilling fluid penetration, a new technique called wellbore lining that works by coating a wellbore with polymers is proposed by Schlumberger Ltd. -
Effects of Piles on Tunnels
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-chung.html23 Jun 2008: This leads to the obvious conflict between existing tunnels and new piled foundations. ... Since interaction between tunnels and piles is complex, design assumptions for new piles close to existing tunnels are often conservative. -
In Situ Soil Testing for Foundation Performance Prediction Yueyang ...
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-zhao.html11 Mar 2008: To measure monotonic soil properties in situ, a new miniature pressuremeter was developed for the centrifuge. -
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 -
t08-041 744..749
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/186.pdf21 Jul 2008: American Soci-ety of Mechanical Engineers (ASME), New York. PaperOMAE2008-57923. Cheuk, C.Y., White, D.J., and Dingle, H.R.C. ... Mercati. American Society of Mechanical En-gineers (ASME), New York. Vol. 5, pp. -
10853_2006_1360_42_8-web 2867..
www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf10 Sep 2008: dx. dt k1ðA xÞ ð9Þ. where k1 is a new constant. -
Osman, A. S. et al. (2007). Géotechnique 57, No. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/183.pdf21 Aug 2008: the cases of horizontalloading and moment loading by the derivation of new strain. ... New York: John Wiley & Sons. Prandtl, L. (1921). Eindringungsfestigkeit und festigkeit von schnei-den. -
Bolton, M. D., Nakata, Y. & Cheng, Y. P. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/188.pdf7 Nov 2008: This extra dissipa-tion was associated with frictional sliding triggered bythe creation of new degrees of freedom among the break-ing fragments. ... F dissipated as the micro-cracks overcome frictionand slide, as the fragments burst away and slow
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