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The Ageing and Creep of Dense Granular Materials
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-deeks.html17 Oct 2008: Field test data was used to validate the behaviour observed in the centrifuge tests. ... This model links strength and stiffness values measured in centrifuge tests to field scale test results. -
Numerical and physical models of rate effects in soil penetration
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mfsilva.htm9 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 -
TR337
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR337.pdf6 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. -
CUED home page - T. Schioler
www-civ.eng.cam.ac.uk/dsl/ts229webpage/Dimples/Dimples.html10 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. -
Centrifugal modelling of tunnel construction in soft clay
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mair.html26 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. -
SE1 p1 Cover
www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf3 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. -
Conditioning of clay soils for tunnelling machine screw conveyors
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-duru.htm22 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 -
The Effects of Compensation Injections on Tunnels
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-swlee.htm26 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 -
Soil-Pipeline Interaction at the Seabed
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-cheuk.htm29 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. -
Tunnelling in sand and its effect on pipelines and piles
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-marshall.html11 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
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