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SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf17 Aug 2001: I 6579 o b 3478 I! 1 /Base7A Ji ‘3441Fig. 4 Test geometry and instrument. - ... ACC. layout for test NPO2. O PPT. Table 4 Some properties of silicone oil. -
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: wet sıde of crıtıcal states. A point Terzaghi missed in interpreting test data. ... Good centrifuge tests of soil-paste models achieves this. Map of soil behaviour (Schofield 1980). -
162_full
www-civ.eng.cam.ac.uk/cjb/papers/cp75.pdf26 Mar 2010: There have been many studies where researchers have conducted tests on confined concrete, to which curves have been fitted, but very little work that goes back to the fundamental properties of ... Space does not permit here the comparisons that have been -
Extracting pattern from scattereddata - applicability of artificial…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR299.pdf17 Aug 2001: test SE0020.50. This was common to the tests in series SE, and is reflected in the generally. ... lower relative errors in test series SE than in the corresponding tests in series SF, which may. -
TR307
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR307.pdf17 Aug 2001: Drum centrifuges were developed in Cambridge to reduce the cost of centrifuge tests, improve the accuracy, and reduce the labour and the time needed for any one test series. ... In a series of tests the walls of the model container are relatively closer -
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: METHODOLOGY Test Apparatus and Model Pile Single pile tests were conducted at 50g in the Turner beam centrifuge at the Schofield Centre, Cambridge University. ... CYCLIC AXIAL LOAD TESTS Test Procedure All test locations are presented in FIG 1(b). -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/07collins.pdf11 Jul 2007: practicality, these tests do confirm that the size effect is controlled by crack spacing rather than absolute size. ... For these seven bridge girders, the average test to predicted ratio is 0.99 and the COV is 2.4%. -
NEW CONCEPTS FOR SPACECRAFT ANTENNAS AND RADAR STRUCTURESBASED ON ...
www-civ.eng.cam.ac.uk/dsl/publications/New%20concepts.pdf17 Feb 2006: Displacement (mm). Fo. rce. (N. ). Test. Abaqus. Figure 12: Response to horizontal tip loads. ... Displacement (mm). Fo. rce. (N. ). Test. Abaqus. 6. Figure 13: Response to vertical tip loads. -
E:CURRENT_WORKCRTS TECHNOLOGYREPORT.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TR195.pdf5 Apr 2001: Deployment. tests carried out on this structure, with two different packaging schemes have confirmed that. ... only for a limited set of test cases it was possible to achieve full convergence. -
Tape Spring Large Deployable Antenna
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2006-1601-386.pdf11 May 2006: TOP SIDE. Figure 11. Test piece drawing (dimensions in mm). 7 of 12. ... First test-piece (a) hung for display (b) showing connectors at the back.
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