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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

12 Jan 2006: 2 METHODOLOGY. 2.1 Ground conditions. This series of pile load tests was conducted during summer 2003 at the Takasu test site located in Kochi, Japan. ... Figure 2. Ground conditions at test site. Figure 3. Arrangement of test piles.

18 Jan 2006: 2.5 Test programme. A series of four tests was conducted, using two grain sizes and two densities as shown in Table 1. ... Table 1. Summary of tests Dry Voids Relative Test D50 density, ratio, density, φpeak ψpeak (mm) ρd (kg/m3) e ID CD 2.24 1687

18 Jan 2006: The solution to this drawback is to truncate only the test paf esm,nd. ... White et al.2003! report a precision better th0.05 pixels for test patches larger than 163 16 pixels in a varietof validation tests using GeoPIV.

18 Jan 2006: 4) FE simulation of an undrained triaxial test was used toplot the representative stress–strain curve. ... deformation zones.(3) Determine the active and passive strengths mobilized. from compression and extension triaxial tests, respec-tively.

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

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.

25 Jan 2006: The MSD method is used to back analyze tests on instrumented rigid square pads performed at the soft clay test site at Bothkennar in Scotland (UK). ... 3. BACK ANALYSIS OF LOADING TESTS ON A STIFF FOOTING AT BOTHKENNAR 3.1 Site Bothkennar soft clay test

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