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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.

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: 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.

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.

6 Jan 2004: In order to test the adequacy of the friction criterion of equation (8). ... A mark 11 test package, shown in Fig. 7 and described by Pang (I 979), used the same sand and factory-trimmed aluminium reinforcement in a sequence of tightly controlled tests

5 Jan 2004: 1990).The dilatational component of the internal angle offriction of a sand measured in a triaxial test is. ... Ff 2 fracture force. Polishedsurfaces. Fig. 1. Particle tensile strength test set-up (Lee, 1992).

6 Jan 2004: Finite-element analysis was also conducted to simballoon expansion testsideal compaction grouting tests! ... The effect of partial consolidation during the injection stawas examined by performing regrouting tests.

7 Jan 2004: Table 1Details of centrifuge tests. Test code Depth of clay (mm) Reinforcement Wick drains. ... three tests is shown in Fig. 2(b). The following correlation between the peak vaneshear strength measured by the miniature vane shear apparatus, the vertical e

6 Jan 2004: Equipment and Test Procedure. Drilling data varies with drilling equipment and the precise wayis used. ... As anexample, the result of these empirical correlations for test ENare presented in Fig.

5 Jan 2004: Figure 10 presents the distributions of dragloads as deter-mined from the centrifuge test and numerical analyses. ... Shibata, T., Sekiguchi, H. & Yukitomo, H. (1982). Model test andanalysis of negative friction acting on piles.

5 Jan 2004: Quality assurance of tensi-ometer readings by testing the device against negative waterpressures achieved at equilibrium, by itself, is not a suffi-cient test of saturation. ... 1960). Use of back-pressure to increasedegree of saturation of triaxial test

7 Jan 2004: Hicks[5] analysed an undrained biaxial test, after using adaptive mesh re"nement with an errorestimator based on strains. ... Zhu, J. Wu, Superconvergent patch recovery techniques some further tests, Commun.

7 Jan 2004: Hicks [2] analysed an undrained biaxial test, using adaptive meshrefinement with an error estimator based on strains.