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CUED/D-SoilsiTR290 title paae Numerical modelling of three-leg…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR290.pdf17 Aug 2001: ID-Soils/- SPUDCAN LOAD-DISPLACEMENT AND ROTATION RESPONSES 9. TR290. I. 0.24 0.16 - I I I. ... TR290. 1. 0.24 1 I I 0.16. 0.16 - 0.08. 8. -
D:CURRENT_WORKMEMBRANE VIBRATION IN AIRSDM PAPERSDM_PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1368.pdf18 Feb 2002: ma =ρ. k2s ω2airρ/B(24). If there is air on both sides of the membrane, the sameanalysis can be repeated to obtain an equation like(24), but with a factor ... 57.0 -4.24 84.4 70.2 67.1 -4.45 90.8 86.6 79.9 -7.7. -
Environmental effects on cover cracking due to corrosion
www-civ.eng.cam.ac.uk/cjb/papers/p68.pdf4 Aug 2010: 24], which relates concrete resistivity to humidity. Thismodification introduces an increase of concrete resistivity nearsaturation. ... are relevant factorsaffecting the ion movement and therefore the corrosion propagation[24,29–31]. -
Department of Engineering - Bridge Research Group - Publications
www-civ.eng.cam.ac.uk/brg/publications.html22 Dec 2011: In Proceedings of the Annual International fib Symposium Concrete : 21st Century Superhero, Building a sustainable future, held in London, 22-24 June 2009. ... In Foundations: proceedings of the second British Geotechnical Association international -
Cam Middleton: Publications
www-civ.eng.cam.ac.uk/struct/crm/publications.html27 May 2011: In Proceedings of the Annual International fib Symposium Concrete : 21st Century Superhero, Building a sustainable future, held in London, 22-24 June 2009. ... 1997. Middleton, C.R. Concrete bridge assessment: an alternative approach. The Structural -
Publications / Presentations
www-civ.eng.cam.ac.uk/geotech_new/people/lynch/pubrl.html7 Mar 2002: Unicam Application note. 24. N Perez-Souto, R J Lynch, G Measures and J T Hann, " Use of high performance liquid chromatographic peak deconvolution and peak labelling to identify antiparasitic components -
74913-2 253..262
www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf9 Nov 2001: externally, by putting the. concrete in the compression. zone into triaxial compression, or by fibre-reinforcing it.23,24. ... University Internal Report 97/98, 1998. 24. TANIGUCHIANIGUCHI H., MUTSUYOSHIUTSUYOSHI H., KITAITA T. -
E:CURRENT_WORKTENSEGRITY_FORM-FINDINGPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/tensegrity.pdf2 Apr 2001: E(p) =12pT. . p, (24). where the elements of are given by. ... Proceedings of Cold Spring Harbor Symposium on Quantitative Biology, 1962, 27, 1-24. -
Concrete Bridge Assessment Using Plastic Collapse Analysis
www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/29 Feb 2000: Assistant Director of Research, University of Cambridge, U.K. First presented at the Bridge Surveyor Conference, 24. ... A2. P. test. (kN). 29.2. 28.3. 27.9. 19.0. 23.4. 23.5. 24.1. -
EMPIRICAL PILE DESIGN BASED ON CONE PENETROMETER DATA: AN EXPLANATION …
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/103_DFP_2001_125_132.pdf6 Oct 2001: Bolton et al [24] measured the influence of chamber size on axial load response and concluded that no significant boundary effect would occur if a distance of 11 pile diameters was ... 2, pp. 787-806. [24] BOLTON, MD, GUI, MW, GARNIER, J, CORTE, JF, BAGGE
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