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6 Jan 2004: 220. DISCUSSION. Table 2. Test conditions for Toyoura sand. 221. Test condition. ... Designers cannot rely uncritically on strengths in sands that are in excess of those measurable in conven- tional triaxial tests on normally bedded samples.

6 Jan 2004: FPLT = 8009A 1 10–3. R = 09962. Fig. 10. Results from tensile tests on Bohus granite (see text). ... 1997). Comparison of tensile strength values of rocksdetermined by point load and direct tension tests.

7 Jun 2004: Stress path tests and critical statesVarious stress path triaxial compression tests were then. ... In other words, the simulation was similar to alaboratory triaxial test in its force and displacement control.Constant-volume tests (e constant),

6 Jan 2004: Gross, or ultimate, displacements can usuallybe observed through post-test excavation of ageotechnical model. ... The duration of a typical triaxial or non-dynamiccentrifuge test is such that the 10-20 second intervalrequired for image capture and

8 Jun 2004: THE CENTRIFUGE MODEL TESTS It can be shown that when a model geometri-. ... 8 data for a swelling test with a single cycle of stress reversal.

21 Jun 2004: Table 3. Summary of the tests. Test ID Parameters involved in the test Remarks. ... Table 5. Performance of piles during the centrifuge tests. Test ID Pile ID Head mass:kg.

6 Jan 2004: of the sample and the type of test, as shown in Table 1. ... Y(,,,,._. J,_____._. ,._.,. ,I. _. LJ. Fig. 19. Post-excavation soil movements, test DWC 07.

6 Jan 2004: The. plane strain tests were carried out using a simple adapter fitted onto the base of a standard Wykeham Farrance triaxial test cell, as shown in Fig. ... steady-state seepage is approached. This class of behaviour was observed in two of the tests on

5 Jan 2004: Various image-based techniques have been used tomeasure planar deformation fields in geotechnical elementand model tests. ... To find the displacement of the test patch between images. Image 1 (t t1).

7 Jun 2004: Stress-path tests on triaxial elementscomprising crushable agglomerates have now been simu-lated. ... Yield point(by change of slope). φ 42. My 08. Constant-volume test.