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Chris Burgoyne Publications Page
www-civ.eng.cam.ac.uk/cjb/cjbpublications.html4 Oct 2011: Submitted to ACI Structural Journal. Balafas I. and Burgoyne C.J., Economics of beams reinforced and prestressed with FRP. ... Burgoyne C.J., Tests on beams prestressed with polyaramid tendons, Procs 1st Int. Results that match 2 of 3 words
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Flat boundaries and their effect on sand testing
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/204.pdf3 Aug 2011: Bagi[13] also observed this effect in 2D simulations of a uniaxial compression test, showing data which. ... For example, Head [2] suggests minimumratios of 5, 6, 10 or 12, depending on the nature of the laboratory test. -
Burgoynefinal2
www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf8 Apr 2011: Eight tests using. 4. SIM and four tests using SSM were conducted at each load level. ... rs---. --. 100. yrs. -----. 1000. 0 yr. s---. --. CCTSIMSSM datafitted regression line90% PI from creep tests. -
Uplift Mechanisms of Pipes Buried in SandC. Y. Cheuk1; ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/187.pdf2 Aug 2011: Further details ofthe experimental set-up are described by Cheuk 2005. Test Materials. ... The soil densityvaried by 1.5% ensuring repeatability. Test Program. A series of four tests involving two grain sizes and two relativedensities 30 and 90% was -
FRPRCS-10-Taher-Burgoyne-Cambridge-Final
www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf8 Apr 2011: Double-shear pull tests and single-shear pull tests have been the most popular test methods, as a result of their simplicity (Chen et al., 2001). ... Figure 2 — Direct pull out tests set-ups. (a) Beam test (b) Modified beam test.
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