Search

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.

22 Mar 2010: Test No. No. of Tests Temperature. (-C). Time Duration. (h). TTSP70-01 2 25 16. ... TTSP70-05 2 100 8. Table II Testing procedure for70% ABL. Test No.

18 Oct 2017: Figure 5. Scaled model of an earthen embankment dam and post test results (VBIED). ... 2005. Centrifuge Tests of Concrete Gravity Dams Subjected to Hydrostatic and Uplift Forces.

19 Jan 2001: Adhesive-bonded beamsThe goal of the adhesive-bonded tests was to determine the. ... 9). Experimental methodologyThe AFRP tendons were prepared to suit the particular test se-.

8 Apr 2011: Author's personal copy. 5. Comparisons with tests: overview. The model has been validated against a database of test results,collected from the literature, covering all possible forms of PE andIC ... away from the loading point towards the supportgives

11 Jul 2007: Figures 6 and 7 show typical results from tests carried out to validate the program. ... tion is:. (A4). [11] Marti P. et al. (1987) Torsion tests on reinforced concrete slab elements, J.

2 Feb 2004: After the consolidation period in each test, in-flight vane tests were carried out to measure the actual clay strengths achieved. ... After the vane tests had been carried out, the load test for the pile or pile group began.

8 Feb 2000: validated against experimental data from a ten-sion test and a bending test on flat plates. ... b)(a). Figure 6: Tension and bending tests on composite plates. The tension test, Fig.

18 May 2007:  (10). V. Verification Test Cases. V.A. Experimental Validation of Viscoelastic Subroutine. ... The structure was inflated five times to a very small differential pressure before the test series started.Additionally, two tests were carried out

17 Aug 2001: Part I was successfully undertaken and led to the design and manticturing of a lg electrokineticcell and centrifuge test equipment and instrumentation for the two di&rent sets of tests. ... electrokinetics in a centrifuge,tests 1 to 4 involved

17 Aug 2001: post-test sampling showing a clear separation of the inorganic contaminant (sodium chloride). ... 2. Fig. 5. 4 6. Prototype depth: m. Contaminant plumes for test BAP2.

22 Aug 2001: laws, describes a typical centrifuge test and compares the results with a numerical. ... parameters which were determined by laboratory tests. Prototype test values areconsidered and all results are presented in prototype test times.

11 Jul 2007: concrete control specimens to get theory to agree with the results of tests on structures. ... Plots of load against central deflection for Kiilu’s tests are given in Fig.

9 Nov 2001: Material Test=tendon Dead end Live end f cu: MPa. N b3 N b3. ... presented here. This would suggest that a fairly com-. prehensive test programme would need to be carried.

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.

5 Apr 2007: American Institute of Aeronautics and Astronautics. V. Compression Tests. Compression tests on thin composites are notoriously difficult, as the failure mode of interest is fibremicrobuckling but other test-dependent failure modes ... Instron cross head.

28 Feb 2003: cylinder test.3. Thus, f C differs from the concrete. strength found in design codes. ... 7. NANNI A., BAKIS C. E. and BOOTHBY T. E. Test methods for.

9 Mar 2012: the centrifuge tests. The Depth Averaged Material Point Method (DAMPM) is used in. ... conditions given in the centrifuge tests. Both the results from the centrifuge tests and.

22 Mar 2010: The Reinhardt 1985 model gives a range of values quoted inTable 1 to be expected from tests but does not give a method forpredicting the exact value without doing a test. ... Struct., 184, 287–290. RILEM Committee 89-FMT. 1991. Fracture mechanics test

17 Aug 2001: Numerical modelling of centrifuge tests requires certain special considerations apartfrorn careful calibration of the constitutive model parameters using triaxial test data.Some of the special considerations which lead to better predictions

5 Jul 2001: Extensional Stiffness of Tape-Spring. Dead band caused by play in test set-up – now fixed although no results. ... Redesign of hinge based on data. New automated set-up to be used to obtain peak moment and test hinges of different sizes.

10 Sep 2003: We allknow that engineers should have a knowledgeof economics, but Phillips made an enormouscontribution and showed that economists couldlearn much from engineering!

22 Aug 2001: preliminary internal report for the purpose of generating such funds. In this report results from 1 wo centrifuge tests BET- 1 and BET-2 (Boundary Effects Test). ... the moment loading simultaneous iy in a direct shear box test, Stmud (197 1).

22 Aug 2001: 1 3 Exposed section of clay on the ‘Horizontal’ fracture surface in Test. ... Figure 14 shows cross-sectionaldetails of the set adhesive from test CYC 10.

26 Mar 2010: The exact σ -w relations of a given concrete can only be known from direct uniaxial tensile tests. ... 11] Bažant, Z.P., “Choice of Standard Fracture Test for Concrete and Its Statistical Evaluation”, International Journal of Fracture, 118, 2002,

11 Jul 2007: and Kiat, C. H., “Test of a 14-column irregular flat-plate floor”, Research. ... N., Irawan P. and Kiat, C. H., “Test of a 7-column irregular flat-plate floor”.

22 Aug 2001: This is a morecommon test - the undrained triaxial test with pore pressure measurement. ... People whoperform triaxial tests will find that 1:his is not a difficult way to plot their test data.

21 Jan 2002: A summary of allthe test results and analytical predictions is given in Table 1. ... The test results for the overall stiffness of thehinge in each component direction can be seen in Figure 7.

17 Aug 2001: therefore relatively small. Test NP18 differed from the other tests in that seepage had. ... 6” slopes suffer greater deformation than the steeper 18” slopes. (g) The depth of flow recorded by Test NP16, Figure 9, is typical for Series C tests.

17 Aug 2001: obtained from Essex (Samuels, 1975). Acid-base titration tests were also carried out. ... test,. 2. modification of the reception corner of each hinge attachment for cyclic tests,.

17 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.

9 Sep 2014: social and economic sustainability and tertiary impacts, and the lack of transferrable. ... sustainability assessments which improves existing sustainability assessment. methods by incorporating social and economic sustainability as well as providing.

26 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

11 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%.

17 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.

17 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

17 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).

5 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.

17 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.

11 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.

3 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).

27 Aug 2002: 2.5. 3. 3.5. 4. 4.5. FE simulation. Displacement (mm). For. ce (. N). Test 1. Test 2. Figure 8: Comparison of two tests on Config-uration A dish with ... Test 2. Figure 9: Comparison of two tests on Config-uration B dish with FE analysis.

20 Jan 2012: floatation. Centrifuge tests conducted at the Schofield Centre of the University of Cambridge have established the risk of buoyant circular underground structures in loose saturated sands to floatation. ... Keywords: underground structures, floatation,

17 Aug 2001: Drum centrifuges were developed in Cambridge to reduce the cost of centrifuge tests, and toimprove the accuracy and reduce the labour and the time needed for any one test series. ... So for series of tests the walls of the model container arerelatively

18 Feb 2002: Theexperimental results presented in this reference are avery valuable benchmark against which to test new so-lutions. ... Comparison with Sewall’s Experiment. The third test case was based on one of the tests re-ported in Ref.

7 Jul 2009: structures,ie. test embankments. In certain cases nature has. already carried out full scale tests in the form of natural slope. ... tests produce valuable compaJ;:"isons between theOrY and "exl?eriment 11 ,. (e.g.

17 Aug 2001: Terzaghi’s analysis of test data considered Mohr’s circles at the end of tests. ... The early stages of such tests took place relatively quickly and drainage was poor.

7 Jul 2004: The measurements from two nominally identical tests, both beginning with the rotation set. ... Table 3.1: Parameters for Schultheiss (2003) deployment test. Root Hinge Panel-Panel Hinge.

19 Mar 2010: To test for case-control differences between groups, distributions were firsttested for normality, and generally a Wilcoxon test wasused. ... To test forhip fracture case-control differences, repeated-measuresMANOVA was used with and without age