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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 -
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. -
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. -
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. -
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 -
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 -
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. -
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. -
http://www2.eng.cam.ac.uk/~mspg1/new-home/abst-ellis.htm
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ellis.html26 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 -
The "Mohr-Coulomb" Error
www-civ.eng.cam.ac.uk/geotech_new/people/ans/habibx.html26 Jan 1999: 3 TAYLOR'S INTERLOCKING. 3.1 Taylor (1948) and his sand tests at MIT. ... Terzaghi’s analysis of test data considered Mohr’s circles at the end of tests. -
Development and Use of Photometric Sensors for Contaminent Transport…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-treadaway.htm17 Dec 2001: The original photometric detection system produced promising results in one-dimensional unaccelerated sand dispersion column tests conducted using short pulses of dye and CuSO. ... equilibrium sorption models.Comparison between the retardation factors -
PHYSICAL MODELLING OF CONSTRUCTION PROCESSES IN THE MINI-DRUM…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-barker.html25 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 -
An investigation into the behaviour of pressed-in piles
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-white.htm27 Jun 2002: A series of 8 calibration chamber tests is reported. The pattern of soil displacement during pile installation was measured. ... Four series of field tests using pressed-in piles were conducted. The first series demonstrated that internal shaft friction -
Monotonic and cyclic soil responses to upheaval buckling in offshore…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-baumgard.htm26 Jun 2001: A series of full-scale monotonic uplift tests has been performed under submerged conditions on a variety of materials with different particle sizes. ... Full-scale experimental tests were carried out in which the backfilling velocity and bedding gap -
Soil conditioning for earth pressure balance machines
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-merritt.htm29 Nov 2007: Index tests were performed to investigate effects of foam and polymer conditioning treatments on the undrained strength of London Clay samples. ... Tests were performed with consolidated kaolin and compacted conditioned natural clay soil samples. -
Electrokinetic Soil Remediation
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-penn.html26 Jun 2001: The laboratory tests examined the migration of ionic species through porous media due to electric and concentration gradients. ... The tests determined the pattern of the voltage, concentration and temperature fields generated by a two-electrode -
The Influence of Negative Skin Friction on Piles and Pile Groups
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-cjlee.htm21 Nov 2001: Investigations involving both centrifuge tests and Finite Element Analyses (FEA) therefore have been performed to clarify aspects of the pile behaviour subjected to NSF. ... Various attempts were made to improve the pile performance and to allow better -
Tunnelling-induced ground and building movement on the Jubilee Line…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-cheng.htm5 Jul 2004: The DEM crushable soil was made of numerical agglomerates. Element test data was produced that covered a large range of stresses and densities, using five constant-value micro-parameters. ... Modelling the statistical strengths of these agglomerates -
Response of tower structures to earthquake perturbations
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-madabhushi.html26 Jun 2001: Several centrifuge tests were conducted on the same model at different 'g' levels. ... The results from the F.E. analyses compared well with the centrifuge test data.
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