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8 Apr 2011: Tests had to be carried out at various temperatures levels and for that reason the test apparatus included a Thermo center - Salvis Lab oven, as shown in Fig. ... The variation of the test data at all load levels about this line is small, indicating the

13 Apr 2011: The algorithm was checked against the centrifuge model test results and the numerical analyses, and design charts were produced for free headed piles only_ Finally a design procedure was recommended for

8 Apr 2011: Double-shear pull tests and single-shear pull tests have been the most popular test methods, as a result of their simplicity (Chen et al., 2001). ... Figure 2 — Direct pull out tests set-ups. (a) Beam test (b) Modified beam test.

10 Jan 2011: Significant excess pore pressures were generated by the jet grouting. Further investigation into greenfield ground movements in sands has also been carried out, through comparison of three separate centrifuge tests which

8 Apr 2011: Author's personal copy. 5. Comparisons with tests: overview. The model has been validated against a database of test results,collected from the literature, covering all possible forms of PE andIC ... away from the loading point towards the supportgives

3 Aug 2011: METHODOLOGY Test Apparatus and Model Pile Single pile tests were conducted at 50g in the Turner beam centrifuge at the Schofield Centre, Cambridge University. ... CYCLIC AXIAL LOAD TESTS Test Procedure All test locations are presented in FIG 1(b).

3 Aug 2011: Table 1. Information on cyclic lateral load tests. __________________________________________________ Test Min. ... Table 2. CN values for different cyclic lateral load tests. __________________________________________________ Test Load amplitude

2 Aug 2011: MODEL TEST OBSERVATIONSCheuk et al. (2007) presented the results of a series of. ... COMPARISON WITH MODEL TEST DATABASEA large database of pipe and anchor pullout tests has been.

3 Aug 2011: Bagi[13] also observed this effect in 2D simulations of a uniaxial compression test, showing data which. ... For example, Head [2] suggests minimumratios of 5, 6, 10 or 12, depending on the nature of the laboratory test.

2 Aug 2011: Equivalent in-situ tests such as self-boring pressuremeter tests can alternatively be car-ried out. ... soil test configuration that would correctly represent the undrained shear strength of at the specific orienta-tion.