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12 Oct 2006: Vaterland 1, Oslo. Vaterland 1 is one of several test sections on the Oslo SubwaySystem. ... The writers show thatthe undrained DSS test gives good displacement predictions.Since triaxial tests are more commonly available in practice, fur-ther

23 Feb 2006: 5.1.1. Initial imperfections. Many different combinations of eigenmodes and scal-ing factors were considered to test the sensitivity of the results of the detailedwrinkling analysis. ... Because the wrinkles can most easily reorganise themselves in the

6 Jan 2004: Results in the middle band of stresses were broadly as expected, but the low stress test on sand G in the simple shear appar- atus and one of the high stress ... IMPLICATIONS FOR FIELD TESTING Although the foregoing has been concerned. with the collation

12 Oct 2006: Load test results from jacked pilesinstalled closer than this recommended minimum spacingare presented. ... Fig. 1. Maintained load tests on square and circular cellfoundations! "! #. $ %#&. '&(). (%. &(. , (. (-. $ '. Fig. 2. Ground conditions at test

2 Jul 2007: The test shows that the stronger the material was the more tensile force we could apply. => ... The middle is an obvious choice as it is furthest away from the supports.

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

15 Aug 2006: Also the stress path, i.e., therelationship between the different components of the effectivestress, is an interesting result of an undrained test, whereas it isusually imposed in dry tests. ... The result of an undrained test can, in principle, be

15 Oct 2003: Its originality lies in two. main points: firstly, we use original test conditions. ... a few tests (e.g. test no1 for dry sugar at ε̇a = 0.16 %/sec).