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with a viewfor use ast are beingns. A widethat ...
www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf25 Apr 2005: Fig. 1 shows the test dused, together with notional views of the scale and shape peters. ... However, because the test set of data containecompleted tests, the analysis has been carried out only fordata. Results that match 1 of 2 words
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TR337
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR337.pdf6 Oct 2005: g. Time(s). TEST IT09. FLIGHT 1. Scales: Prototype. Long-Term Time Records. ... 5. 0. 5. 10. g. Time(s). TEST IT09. FLIGHT 1. Scales: Model. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/Ongabs.html16 Mar 2005: Where available, model test solutions have also been used as benchmark. -
Numerical and physical models of rate effects in soil penetration
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mfsilva.htm9 Nov 2005: However, only when drainage conditions during a piezocone test are fully understood can the piezocone measurements be correlated to the soil properties. ... The implications of a partially drained piezocone test are discussed, and the use of multi-rate -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/Ekstromabs.html10 Mar 2005: A set of reference results for evaluation of the IR-welded samples is created from tensile tests of parent material single-ply and oven moulded single, five and six layer samples. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/Imhofabs.html13 Jul 2005: To ensure the most efficient use of limited economic resources, it is important that such actions are only undertaken on those bridges which actually need intervention. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/jensenabs.html5 May 2005: This increase has been based on the flexibility and better economic performance offered by venues featuring retractable roofs compared to those with traditional fixed roofs. -
Tyge Schioler, University of Cambridge
www-civ.eng.cam.ac.uk/dsl/Schioler/research/array.html2 Feb 2005: An analysis of the deployment of the array was done using ProMechanica and compared to video footage taken of deployment tests. -
Predicting ground displacement in clay during construction
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-osman.html27 Apr 2005: Geotechnical Engineering Group. Abstract. The work reported in this dissertation is a contribution to the development of a new design method, based directly on the data of accurately chosen soil tests, ... Comparisons are also made with field studies -
Centrifugal Modelling of Slides Triggering Mechanism in Layered Fill…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-yslee.htm9 Nov 2005: Completely decomposed granitie (CDG), a typical soil found in Hong Kong, was used for the centrifuge tests of loose fill slopes. ... In the centrifuge tests, shear localized progressive failure is visualized by means of an image analysis developed by CUED
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