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25 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.

6 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.

16 Mar 2005: Where available, model test solutions have also been used as benchmark.

9 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

13 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.

10 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.

5 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.

2 Feb 2005: An analysis of the deployment of the array was done using ProMechanica and compared to video footage taken of deployment tests.

27 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

9 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

6 Oct 2005: 3. Testing Procedure Testing procedure was similar for both IT04 and IT06 tests. ... 10. 0. 10. 20. g. Time(s). TEST IT04. FLIGHT 1. Scales: Model.

6 Oct 2005: This chapter presents results from dynamic centrifuge tests on three difference MSW landfill. ... Table 1.4 Simulated earthquake loadings in test IT07, prototype scale [model scale].

23 Nov 2005: This flow bypass effect can reduce the overall mass flux. Comparison between the one-dimensional column and two-dimensional tank test results show that the flow bypass resulted in a

24 May 2005: the study to avoid damaging the RF probe. Experimental apparatus. The test beam. ... Tests showed. that eight-yarn bars had a tensile strength of 2380 MPa.

18 May 2005: and specific in situ test results. This thesis identifies and, where possible quantifies, the.

24 Feb 2005: Tests are also. reported for a pull-out specimen in which the images. ... Concrete. Aramid reinforcement. Concrete specimens. Compression tests to generate fractures. Pull-out specimens.

10 Dec 2005: from Germany, particularly Mautner and Abeles, brought skills andknowledge of tests carried out in France and Germany. ... Figure 2), and also described the test carried out about 5 years before, in Germany, on a.

24 Feb 2005: forced concrete samples can be imaged, while the third5. reports on tests on a reinforced concrete beam loaded. ... and some of the other images is an artefact of the test.

17 May 2005: Packaging. Displacement controlled static packaging tests werecarried out vertically in an INSTRON testing machine. ... Fig. 14 Localization of deformation in the verticalpackaging test. The finite element simulation results for Config VIII–

26 Mar 2005: A stage will be reached where the economic point (A on Fig.5) moves outside the physical limits of the beam; Guyon (1951a) denoted thelimiting condition as the critical span.