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Burgoyne
www-civ.eng.cam.ac.uk/cjb/papers/cp68.pdf20 Jul 2004: It is also unlikely that AFRP or CFRP will be economic for flexure. ... Bent pultrusions, however, will never be economic. 4.4 Internal confinement for compression. -
Behaviour of rigid foundation in layered soil during seismic…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ghosh.htm31 Mar 2004: In this work, a series of dynamic centrifuge tests were performed on a rigid foundation supporting a containment structure. ... The model test data obtained from the present centrifuge tests can be used to improve the design of the foundation of a high -
Tunnelling-induced ground and building movement on the Jubilee Line…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-choy.htm22 Nov 2004: A better understanding of this soil-structure interaction problem is urgently needed so that safe and economic designs can be achieved. ... Distinct soil failure zones were identified at the end of the tests, i.e. -
ACM-186
www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf20 Jul 2004: 1. AAACCCMMMBBBSSS MMMCCCAAAPPPCCC IV. ECONOMIC VIABILITY OF STRUCTURES WITH FRP REINFORCEMENT AND PRESTRESS. ... 6]. Nelson, W., Accelerating Testing: Statistical Models, Test Data and Data Analysis, 1st edition, Willey.
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