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14 Dec 2006: Tests performed using different chemical compositions but under otherwise identical conditions demonstrated that the lubricant composition significantly affects the rate of build-up as well as the final magnitude of effective

23 Feb 2006: A detailed experimental investigation of the stress-strain behaviour of kaolin was carried out using a computer controlled triaxial apparatus supplemented by tests in an oedometer.

23 Feb 2006: All test results presented in this section were obtained on 380 mm widemembranes with a height, between the supports, of 128 mm. ... Laser scanning frame. 3.2. Shear test apparatus. 3.3. Square membrane apparatus.

11 Jul 2006: This is achieved by conducting a series of unconfined compression tests in wet-soil mixed specimens prepared both mechanically and using a laboratory-scale auger-mixing equipment.

16 Nov 2006: Two series of centrifuge tests on plane-section tunnels in clay were conducted. ... Details of the centrifuge tests used in thevalidation of the proposed deformation mechanism are.

2 Feb 2006: If bending and twisting are decoupled in theD matrix, then the test for positive definiteness reduces to (5.2).

16 Nov 2006: These twoanalytical solutions have been validated against five pre-viously published centrifuge tests. ... Shear strain contoursFigure 7(a) shows the shear strain contours for test 2DP at.

11 May 2006: VI. Properties of Test Balloons. The geometric and material properties of a series of experimental balloons that have been investigatedas part of the ULDB development will serve in the following as

25 Jan 2006: al. 1995). The aim of the test (test A) was to study the short-term behaviour and the ultimate bearing capacity of rigid foundations under vertical loads. ... direct simple shear tests) on a representative un-disturbed sample. The maximum incremental

25 Jan 2006: The working strain is then deduced from the mobilised shear stress using raw test data. ... The BRICK model simulation allowed for deposition, erosion, and re-deposition, followed by a triaxial test to failure.