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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.

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

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: 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