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The Study ofRelative Density and Boundary Effects for Cone ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR256.pdf22 Aug 2001: 2.2 Some remarks about calibration chamber tests. 3 Centrifuge Tests. 3.1 Test programme. ... 3.1 Test programme. The detail and geometry of the tests are tabulated in Table 1. -
Grouted ground anchors and the soil mechanics aspects of cement…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mckinley.htm24 Aug 2001: John D McKinley, Cambridge University. Geotechnical Engineering Group. Abstract. Civil Engineers have used grouted ground anchors to transmit tensile loads into the soil because of the technique’s economic and practical ... The calculated values for -
ADVANCED COMPOSITES - THE CHALLENGE TO BRIDGE DESIGNERS C ...
www-civ.eng.cam.ac.uk/cjb/papers/cp48.pdf31 Aug 2001: Is this because thetechnology is wrong? Are the economics wrong? Are engineers too conservative? ... There will thus need to be research before economic designrules can be introduced. -
74913-2 253..262
www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf9 Nov 2001: models32 etc. The code rules are mostly based on a set of tests. ... Would. such a bridge be economic? It is made from a rectangular block. Results that match 1 of 2 words
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Measurement of Small Strainsusing Semiconductors in Centrifuge Tests…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR282.pdf17 Aug 2001: Measurement of Small Strains using Semiconductors in Centrifuge Tests CN. 1.0 Introduction. ... Jama@ 1995 Page 7. Measurement of Small Strains using Semiconductors in Centrifuge Tests CN. -
PRELIMINARY CENTRIFUGE TESTS USINGTHE STORED ANGULAR MOMENTUM (SAM)…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR298.pdf17 Aug 2001: This report concerns itself with theperformance of this new actuator under ‘high g’ centrifuge tests. ... using this system on payloads of upto 287 kg in a 80g centrifuge test. -
TOWER CONSTRUCTIONON LAYERED GROUND Data of beam centrifuge tests ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf29 Aug 2001: from shearvane tests, Hamilton et al (19!31). Assuming identical vertical stresses, overconsolidation. ... of the centrifuge test the fingers came cut of contact with the tower. -. -
A Bench-Scale Test Seriesfor Seabed Soils A.S. FaranskiCUED / ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR304.pdf17 Aug 2001: This report describes the test methods and presents the results of the tests in all threesoil types tested. ... l the usefulness of results obtained in drained penetrometer tests, which fail to show cleartrends compared with undrained penetrometer test -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/weerasingheabs.html17 Apr 2001: The work carried out on this test specimen included the preliminary analysis, its construction and assembly, and a series of tests performed during both the non-composite and the composite stages. ... An advanced three-dimensional finite-element model of -
CRTS Reflectors
www-civ.eng.cam.ac.uk/dsl/research/af/gcs.html25 May 2001: Every space structure must undergo an extensive ground validation test program to ensure in-orbit reliability and performance in space. ... In order to obtain reliable predictions for the behaviour of a structure in space, it is therefore necessary to
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