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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

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,

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.

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”.

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,.

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: 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.

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).

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

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

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).

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 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.

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.

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.

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.

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

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 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.

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 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.

13 Oct 2003: Water levels at A and D need to be maintained. as in the 1g test. ... Singh and Gupta (2000) confirm this by. similar tests (falling head rather than constant head).

3 Aug 2011: Table 1. Information on cyclic lateral load tests. __________________________________________________ Test Min. ... Table 2. CN values for different cyclic lateral load tests. __________________________________________________ Test Load amplitude

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.

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

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.

12 Jul 2007: However this was successful for membrane elements and not enough tests were conducted for bending loads to. ... Polak and Vecchio [9] tests showed that many more experimental and analytical studies have to be carried out in this field to come up with a

16 Oct 2003: 1987; Russo et al. 1991!, but remains empirical. It isbased on tests using steel-reinforced concrete, and thus cannodirectly applied to FRP-reinforced concrete. ... A small number of tests have been carried outestablish equivalent constitutive equations

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.

21 Jul 2008: 2003) to analyze the imagesof pipe breakout captured in a centrifuge model test. ... The use of an average strength profile in theinterpretation of the test results is therefore justified.

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.

17 Aug 2001: 4. CS interpretation of triaxial test data, and ‘Wet clay’ (Original Cam-clay). ... Both drained and undrained test paths were predicted to lie on a line DC in Fig11.

14 Mar 2003: Fi-nally, test solutions obtained for various cable configurations willbe compared to that of time domain and conclusions drawn. ... 6 Copyright c 2003 by ASME. Test Data Units Cable 6 Cable 7.

6 May 2004: Bending Tests. The aim of the bending test is to determine the smallest radius of curvature that a particularspecimen will survive without failing. ... When this happens, the test has to be repeated with a shorter specimen.

28 Nov 2013: Table 2. Stress history of triaxial tests performed. Test ID p’c: kPa p’0: kPa OCR. ... ob/c. u. 0.1. 0.010.0001. (c). 0.001 0.01. Fig. 1. Triaxial test data for tests with (a) 180 kPa pre-consolidation, (b) 300 kPa pre-consolidation

2 Aug 2011: All the centrifuge tests were carried out at 30g using natural marine clay. ... Test programme of the 4 tests is summarized in Table 1 below.

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.

2 Aug 2011: Results from these tests showed a rapid increase in su in several test loca-tions, with values of up to 12kPa at 0.4m depth. ... 3.2 Oedometer test results Figure 6 shows the results of two oedometer tests undertaken on undisturbed samples from 0.25m and

20 Mar 2012: Richardson and Whitman (1963), for example, used triaxial tests with variable strain-rates. ... Data rate corrected (5% per log cycle) to 'standard' day-long triaxial test.

11 Jul 2007: cover. For example, in Japanese tests with beams varying from 100 mm to 3 m effective depth [7] the bars in the three deepest beams are distributed vertically over depths of

3 Aug 2011: 0.005mm/s and one internal strength test at 0.05mm/s were conducted. The following general observations were made from these tests:. ... positive excess pore pressures still present when onboard T-. bar tests were conducted.

22 Aug 2001: Table 1) for a ‘8Og’ centrifuge test. This modified acceleration history was applied to. ... sl. Scales : Model. TEST FIG.NO. _. data points plotted per complete transducer record.

15 May 2003: This paper is concerned only with closed-ended piles in sand, for which field load test data from 28 pile tests at 12 sites was collated by Chow. ... Test 6C was hammer driven. The tests were conducted with the tip of the pile at a shallow embedment into

11 Jul 2007: These relations can be found in and have been verified using published test data in [8].

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.