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ADVANCED COMPOSITES - THE CHALLENGE TO BRIDGE DESIGNERS C ...
www-civ.eng.cam.ac.uk/cjb/papers/cp48.pdf31 Aug 2001: I will compare the costs of the new structure with the equivalent traditional structure.”. ... How might I best utilise the strengths of the new materials, and minimise theirweaknesses?”. -
Modelling the transport ofa pulse of two contaminants through ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR301.pdf17 Aug 2001: 8z Schwartz, F.W. (1990). Physical and chemical hydrogeology. New York:. John Wiley & Sons Inc. -
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www-civ.eng.cam.ac.uk/cjb/papers/cp75.pdf26 Mar 2010: Chris BURGOYNE 1 Hau-Yan LEUNG 2. 1 Department of Engineering, University of Cambridge, UK 2 School of Construction, Unitec, Auckland, New Zealand Keywords: aramid, compression, confinement, analysis 1 INTRODUCTION. ... J.,. 84, 266-273, 1987. [12] -
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www-civ.eng.cam.ac.uk/cjb/papers/cp86.pdf30 Mar 2010: On the other hand, it is impossible to conduct tests for these durations before using new materials. ... This paper examines the long-term stress-rupture behaviour of aramids, using new test results on Kevlar 49 and Technora yarns. -
CUED TR 341 _2_
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR341.pdf30 Sep 2005: Wiley and Sons. New York. Randolph, M.F. and Wroth C.P. (1978) "An Analysis of the Deformation of Vertical. -
Uniaxial and eccentric compressive behaviour of spirally confined…
www-civ.eng.cam.ac.uk/cjb/papers/cp69.pdf27 Mar 2010: C. J. Burgoyne and H. Y. Leung SYNOPSIS: This paper describes an experimental study of a new form of prestressed concrete beam. ... C. J. Burgoyne and H. Y. Leung. SYNOPSIS:. This paper describes an experimental study of a new form of prestressed -
Mapping two-way grids onto free-form surfaces P. Winslow S. ...
www-civ.eng.cam.ac.uk/dsl/publications/Mapping_two-way_grids.pdf20 Jul 2007: 5. Conclusions and further workA new tool for synthesis of two-way grid structures has been presented. ... Schlaich, J. New trade fair in Milan - Grid Topology and Structural behaviour of a free-formed. -
Li Haigh and Bolton 2010 GeoShanghai pile sand axial cyclic loads
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/202.pdf3 Aug 2011: The whole test package is presented in FIG 1(a). A new two-axis servo actuator was designed to apply vertical loads to the model pile. -
231-2.pmd
www-civ.eng.cam.ac.uk/cjb/papers/cp70.pdf10 Dec 2005: It is claimed that they were. so cheap that new construction was unable to compete. ... application to a new storage and distribution facility for H.M. Stationery Office at. -
Re-appraisal of Terzaghi’s soil mechanicsAndrew Schofield, Emeritus…
www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans-Istanbul-5.ppt17 Sep 2001: In his 1773 paper he reported new rock strength data. Terzaghi (1936), in “A fundamental fallacy in earth pressure computation”, rejected Rankine’s theory of limiting statics of granular media, (Sokolovski),
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