Search

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

25 Aug 2006: whether these shear lap tests actually simulate the debonding mechanism of real beams. ... RILEM Report 5, Fracture Mechanics Test Methods for Concrete, RILEM, International Union of Testing and Research Laboratories for Materials and Structures, London,

11 May 2006: TOP SIDE. Figure 11. Test piece drawing (dimensions in mm). 7 of 12. ... First test-piece (a) hung for display (b) showing connectors at the back.

25 Jan 2006: Geotechnical Engineering Group. Abstract. In a series of model tests of construction processes in soft ground in the mini-drum centrifuge, it has been proved that both physical and numerical modelling ... Multiple tests and parametric studies have been

17 Feb 2006: Displacement (mm). Fo. rce. (N. ). Test. Abaqus. Figure 12: Response to horizontal tip loads. ... Displacement (mm). Fo. rce. (N. ). Test. Abaqus. 6. Figure 13: Response to vertical tip loads.

26 Jan 2006: In this research, the horizontal arching mechanism and lateral deformations of cantilever walls are investigated using centrifuge tests. ... A series of six tests was carried out at 45g and the panel widths and thicknesses around the model basement were

25 Aug 2006: This thesis describes dynamic centrifuge tests undertaken to try and increase understanding of three such remediation methods: containment walls, cemented zones and inclined, non-loadbearing micro-piles. ... Centrifuge tests with a simple SDOF frame

11 May 2006: To establish some facts about thebehaviour of TWF, Section III shows the results of some representative tests on flat, rectangular plates andon narrow strips. ... The specimens were clamped to a rigid support at one end and were held parallel and close

24 May 2006: Centrifuge tests are being carried out in conjunction with Santa Clara University, USA, in order to investigate the mechanisms of failure of landfill liner systems.

2 Feb 2006: the existence of intermediate configurations where the path bifurcates. In this paper, we aim to developa simple and yet efficient analysis scheme that enables a designer to test for the existence

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.