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10 Jan 2004: differences. A series of test cases are presented, whose results agree with previously. ... plates. An initial example is investigated to test the optimization code, written in Matlab.

29 Mar 2004: The tests were done with a cross-head speed of5 mm/min, and were recorded with a Sony DCR-PC110E digital video camera. ... Displacement (mm). Fo. rce. (N. ). Test. Abaqus. 6. Fig. 17 Response to vertical tip loads.

17 Feb 2004: contour plot. Figure 18 shows this plot for experimental test case 3, where the. ... Test case 1/κ2x 1/κ3x 1/κ5y 1/κ3x′. (mm) (mm) (mm) (mm). 1Test.

5 Jan 2004: 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.

9 Apr 2004: Yee and Pellegrino [3] have shown that these lami-nates are able to survive larger bending strains thanthe ultimate failure strains that are measured fromstandard coupon tests in pure tension or ... The most direct approach is to model these lami-nates

5 Jan 2004: Theparameters are dependent on the effective stresslevel; therefore, in order to determine soil para-meters relevant to models, in-ight tests such asthe cone penetration test (CPT) must be carriedout. ... 1986). The task, therefore, is to recognize the

5 Jan 2004: Fig. 1. A self-bored pressuremeter test with three unload/reload cycles. She. ... ssur. e]. Loop 1Loop 2Loop 3. SBP test in London Clay17.5 m.

6 Jan 2004: More recently, video capture has been used to monitor de-formations in centrifuge tests (eg Allersma et al, 1994) and at-tempts have been made to measure triaxial test deformation by ... Typical image. ‘Gaugelength’40mm. Figure 9. The measurement of

5 Jan 2004: Fig. 2. Slurry ltration. Table 2. Details and results for the ltration tests. ... Table 3. Details and results for the consolidation tests. Test Material Äó: ó: ec E90: kc :kPa kPa MPa 10ÿ6 m/s.

6 Jan 2004: Fig. 15 shows the results of the tests in which Leighton Buzzard sand was sheared in monotonic loading plane strain compression (MLPSC test). ... The difference in 6 between these two tests (cf: 6 = k45” in RC test) is not signifi- cant since G,,, is

6 Jan 2004: Such. influences must be minimized and, ideally and ultimately, quantified. The Writer points out that complementary shear bands were found to propagate through the photographic markers in Test DWC07. ... vulnerable to progressive failure, which could be

5 Jan 2004: Field trial. Test results. LABORATORY INVESTIGATION OF GROUTING IN CLAYS. Test apparatus, soils and grouts. ... Test results. FINITE ELEMENT MODELLING OF GROUTING IN CLAYS. Simulation of the laboratory experiments.

7 Jan 2004: Table 2. Details and results for the filtration tests. Test Material tm: min ó: kPa wg wc df : mm tf : s kc 3 106:m=sÿ1. ... In. test G27 and later tests, electronic instrumentation. measured the displacement of the consolidometer pis-.

30 Mar 2004: 19 A prototype bistable strut. Experimental Results. Having manufactured a working bistable strut,this was then tested in an Instron materials test-ing machine.

7 Jun 2004: In the experiment, the compressibility of the grout wasevaluated separately from the grout injection tests. ... pressure as used in the grout injection tests. With the know-ledge of the compressibility of the overconsolidated soilsample, the volume loss

6 Jan 2004: Both tests must have been difficult to carry out satisfactorily, for con- trasting reasons. ... IMPLICATIONS FOR FIELD TESTING Although the foregoing has been concerned. with the collation of laboratory test data, it has a strong implication for the

6 Jan 2004: 877. Uplift resistance of buried submarine pipelines: comparison betweencentrifuge modelling and full-scale tests. ... Fig. 1. Relation between displacement and force in 1g tests on220 mm pipe.

7 Jun 2004: The authors state that ‘tensiometer response times underlow absolute pressures are an excellent indicator of tensi-ometer saturation’, implicitly referring to the tests shown inFigs 12 and 14. ... However, in these tests, water in thetensiometer was

6 Jan 2004: 589. Test identifier Cell pressure: kPa Voids ratio. Dynamic tests 1 2 3 4 5 6. ... APPENDIX 1. TEST APPARATUS AND PROCEDURES. Dynamic tests The resonant column rig was designed by K.

7 Jun 2004: 3(c)); and (b) grout injection tests using differentdiameter consolidometers (50 or 100 mm diameter) with asingle injection point (single injection test; see Fig. ... LABORATORY INVESTIGATION OF MULTIPLE GROUT INJECTIONS INTO CLAY 89. test data is

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.

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.