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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.

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.

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.

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).

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.

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.

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.

17 Aug 2001: jackup on over-consolidated speswhite kaolin clay. Laboratory test data for this clay. ... test A. Three cycles were applied in tests B and C.

17 Aug 2001: In this section, simulation results are compared with centrifuge model test data for. ... Acknowledqements. Test YT2-3L-C was part of a series of tests funded by Esso Exploration and.

22 Aug 2001: The displacement of the model container and the block building models during centrifuge tests. ... S c a l e s : Model. TEST _, FIG.NO.MODEL M G - 1.

17 Aug 2001: almost fully mobilised. Rapid fiGlure was expected in his load controlled tests near. ... centrifuge tests would be in solving liquefaction problems. Co-operation began in 1975.

17 Aug 2001: triangular and square (t-Tests - Elongation: t=2.773, P=O.O06; Triangularity:t=2.398, P=O.O18; Squareness: t=2.285, P=O.O24) than C. ... OOl), whilst Squareness reduces slightly, though not significantly (t-Test Squareness:t=l.O22, PzO.307) and

15 Aug 2001: undrained tests could only byconducted approximately due to difficulties with water control at boundaries. ... N. R. σmax ′. 7. records of the test history, where it has been written.

17 Aug 2001: TEST FIG.NO. MODEL 15FLIGHT TIME RECORDS. data points plotted per complete transducer record. ... TEST FIG.NO. ’. MODEL 2 8. FLIGHTTIME RECORDS. data points plotted per complete transducer record.

17 Aug 2001: Photographs. were taken during the model preparation, before and after each centrifuge test. ... centrifuge test. ACC 1572 however registers some movement of the transducer in the.

17 Aug 2001: 1 2 NEW SAND POURING TECHNIQUE. 12.1 Introduction12.2 Preliminary tests. 12.2.1 Initial designs12.2.2 Sand base layer12.2.3 Test with spreader apparatus / friction problem. ... Every other aspect of the tests were identical. Severe pockmarking

17 Aug 2001: 14. 4.1 Brief descriptions of the two tests. 4.2 Preliminary assessment of the test results. ... The additional. procedures have been demonstrated by working examples based on these tests.

6 Oct 2001: Two applications are used for il-lustration; an element test and a physical model. ... Fourier Descriptor Analysis (FDA). GRAIN-SCALE AND MACROSCOPIC OBSERVATIONS IN AN ELEMENT TEST.

17 Aug 2001: JFKl F-lSOS4F001. The first four characters can be test identifier and next four characters can befilm identifier. ... Geometry changes of the system during the test have negligible effect on thecalculated results.

6 Oct 2001: Heavy rain maintained the water table at ground level throughout the test period. ... These tests consisted of a control test followed by tests with internal and external driving shoes.

6 Oct 2001: strains. All the transducers were carefully calibrated before and after the centrifuge tests and responded linearly throughout the relevant stress range, with no change in calibration factor during the test series. ... A linear potentiometer, calibrated

6 Oct 2001: installation of pile B; the test wasrepeated using an uninstrumented pile to obtaintrace C. ... In contrast, unplugged resistance is. 7. Test BD = 162.5mm. Test AD = 318.5mm.

17 Aug 2001: measured in laboratory test JMEK07, an experiment on E-grade Kaolin clay spiked with. ... measured in laboratory test JMEK07 superimposed. In figure 13 the final distributions of both.

14 Dec 2001: The ‘near’ element undergoes strains which significantly exceed those seen in conven-tional element tests. ... Lee, S.Y. 1990. Centrifuge modelling of cone penetration test-ing in cohesionless soils.

17 Aug 2001: A modified matching procedure for plane strain analysis is alsopresented. In near future, the drainage element is intended to be used in the back-analysis of acentrifuge test on reinforced embankments ... The input specifications for thisfeature are

2 Oct 2001: The gravity ‘turn-on’ technique of such a centrifuge test produced dramatic results and did not require complicated excavation or surcharging systems to bring the slope to failure. ... progressive failure in overcon-solidated embankments using