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8 May 2002: Actuator. Water. Figure 4: Schematic diagram of test apparatus. The tests reported here were carried out with the centrifuge axis vertical so that the sum of the 10g. ... Loose cyclic test: C1. 7. The monotonic tests consisted of a simple pullout where

30 Jul 2002: A physicalmodel is built to analyse the feasibility of the concept and to test various deploy-ment schemes. ... A physicalmodel is built to analyse the feasibility of the concept and to test various deploymentschemes.

30 Sep 2002: However, experiments and full-scale load tests confirm that bridges are often able to carry loads well in excess of the theoretical capacity calculated using this approach.

7 May 2002: Armbruster, 1990. 3! '"1"! -. 1.3 Test fluid. The lighter than water Non Aqueous Phase Liquid used was Soltrol 220 (Phillips. ... what is happening inside the tank. In order to compare past test results obtained at CU with these experiments, the same

27 Sep 2002: This involves looking at the effect of uncertainty in non-destructive test methods on the decisions made with relation tobridge safety and also on bridge maintenance and repair actions.

28 Feb 2002: 2-. 2. Experimental Procedure The test series consisted of seven oil-saturated tests (SKH-5 to 11) and one dry test (SKH-12) carried. ... 2000). The results of test SKH-9 are plotted in Figures 18 & 19.

4 Mar 2002: 3-. 2. Experimental Procedure The test series consisted of five oil-saturated tests (SKH-13 to 17). ... This test consisted of a single circular flexible pile. in a liquefiable slope.

20 May 2002: SBP tests can also be carried out. In order to interpret the test, new geometry constants (shape factors), specific to the test cavity shape, were required. ... Tests were conducted at three natural soil deposit sites and one engineered barrier test site

13 Feb 2002: The test series has shown that macroscopic partially drained behaviour was different from that expected in the drained or undrained conditions. ... There is no evidence of pore pressure building up in any of the events conducted in the nine tests.

27 Jun 2002: A series of 8 calibration chamber tests is reported. The pattern of soil displacement during pile installation was measured. ... Four series of field tests using pressed-in piles were conducted. The first series demonstrated that internal shaft friction

16 Apr 2002: Eight tests were carried out on laterally spreading slopes and a further five on slopes containing instrumented pile foundations. ... Using linearised pore pressures overestimated the measured slope displacements as dilation limits the movements measured

11 Dec 2002: During loading, tests conducted at different rates showed no influence on the strain developed. ... In unloading, the slower rate tests produced greater shear strains once the condition became extensive.

7 Mar 2002: Environmental Geotechnics. 29. M.C Barbosa, R J Lynch,. and J.D McKinley, "Migration of aqueous acetone and potassium chloride through kaolin: minidrum centrifuge test CBLC1", Cambridge University Engineering Department Technical ... imaging techniques

14 Mar 2002: A discrete element package PFC3D is then used to model individual particles in simple crushing tests.

16 Apr 2002: effects. A series of centrifuge tests involving loose and dense, dry and saturated models of homogeneous horizontal sand layers has been carried out to investigate the effects of the end-walls

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.

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.

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.

17 Oct 2002: in a style suited to the analysis of geotechnical tests. This technical report explains. ... accurate and precise deformation data from a geotechnical test. As noted earlier, the.

9 Sep 2002: Enlightened modellers may seek to cross-correlate modelling parame-ters with index test values in order to maximise the use of this plentiful empirical information. ... This is not the case, however. Two factors of uncertain origin emerge from test data.

18 Feb 2002: 2.5. 3. 3.5. 4. 4.5. FE simulation. Displacement (mm). For. ce (. N). Test 1. Test 2. Fig. 13 Comparison of two tests on ConfigurationA dish with FE analysis. ... Test 2. Fig. 14 Comparison of two tests on ConfigurationB dish with FE analysis.

20 Aug 2002: Single Particle Optical Sizing (SPOS), has been evaluated. A series of tests were. ... Tests J40-J42. Tests J37-J39. Best fit line and /- 2% error envelopes.

7 Oct 2002: Table 3: Summary of the tests. Test ID Parameters involved in the test Remarks SB-02 (with soil). ... head in the direction of buckling in tests SB-04 and SB-05 and hence the test results.

7 May 2002: A brief summary of each of the tests is given in Table 2.1. ... 2.4 Test ProcedureBefore starting the centrifuge, the initial ground profile was scanned.

7 May 2002: The triaxial tests from which Thurairajah got data were timed to achieve pore pressure equilib-rium by the end of a test and there were questions about the early part of ... Early test data had misled us into believing that the yield locus might be an

12 Jul 2002: To cross-head. To baseof Instron. Figure 5.2: Kxx test set-up. Prediction of Rolamite Stiffness. ... ess. N/m. m2. E=13200. Figure 5.10: Stiffness test on coated wire used in hinge.

27 Aug 2002: This was probably due to the damage mentioned above. This test confirmed a conclusion already reached in [8], that an advantage of this packaging scheme is that themembrane provides a useful ... The expected root-mean-square surface error ofthe

7 Jul 2002: D50 0.1mm) De Nicola (1996). Best fit to database of centrifuge tests. ... Bruno (1999). Best fit to field test. L= 45 m D= 0.76 m.

22 Mar 2002: thickness of the membrane. Values between 1% and100% of the thickness have been used, considering dif-ferent imperfection magnitudes to test the sensitivityof the predicted response. ... Note that all of these modes closely resemble theexpected wrinkled

14 May 2002: This test confirmed a conclusion already reached bySeffen et al. (2000), that an advantage of this packagingscheme is that the membrane provides a useful couplingbetween the motion of the ribs.

26 Feb 2002: humidity could only be dropped to the ambient conditions on the test day. ... The seasonal cycles shown in Figure 7 are midway through a test sequence and begin at the end of a wet winter.

26 Feb 2002: 1994. Pore pressure meas-urement during centrifuge model tests: Experience of five laboratories, In Leung, Lee, and Tan (eds), Centrifuge ’94: 101-108.