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9 Nov 2005: However, only when drainage conditions during a piezocone test are fully understood can the piezocone measurements be correlated to the soil properties. ... The implications of a partially drained piezocone test are discussed, and the use of multi-rate

26 Jun 2001: Tunnel stability in the first test series was well predicted by plasticity theory. ... The test series conducted on model tunnel headings showed the stability to be strongly influenced by the heading geometry.

10 Feb 2003: For these tests, the strip was modelled in ABAQUS. The dimples were induced by applying compressive prestress in the strip at the location of the dimples.

6 Oct 2005: g. Time(s). TEST IT09. FLIGHT 1. Scales: Prototype. Long-Term Time Records. ... 5. 0. 5. 10. g. Time(s). TEST IT09. FLIGHT 1. Scales: Model.

22 Nov 2004: Batch and flow-through leaching tests were employed to access the effect of the binder and bioaugmentation treatments on heavy metal leachability under varied test conditions, over a 28 days test ... Results show that binders were able to reduce metal

26 Jun 2001: Seven strip injection tests revealed that surface heave was dependent on the ratios of grouting pressure over overburden and grouting depth over width. ... Three multiple-point asymmetrical sequential injection tests revealed the effect of an increase in

11 Jun 2009: The first series of tests on tunnels in sand served as a baseline for comparison for the subsequent tests involving pipes and piles. ... The tunnelling tests illustrate that the Gaussian curve typically used to model settlement trough data is not

29 Nov 2007: Pipe uplift behaviour in clay was studied by a series of centrifuge tests. ... Tests were conducted in uniform silica sands with grain sizes varying over an order of magnitude and at different densities.

3 Feb 2004: The engineer can then design the reinforcement in the twodirections, and to be economic, he curtails the reinforcement assoon as possible, so that the resistance moment follows veryclosely the applied moment.

26 Jun 2001: The centrifuge tests and numerical analyses confirmed the existence of established interaction effects such as passive' pile loading due to lateral displacement of clay past the piles. ... Keywords: full-height piled bridge abutment, embankment, soft clay