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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 -
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 -
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. -
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 -
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 -
LATERAL SPREADING OF SLOPES
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf4 Mar 2002: 3-. 2. Experimental Procedure The test series consisted of five oil-saturated tests (SKH-13 to 17). ... This test consisted of a single circular flexible pile. in a liquefiable slope. -
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. -
The SPH Method to Simulate River Levee Failures
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mori.html22 Jun 2009: engineering. The SPH package with the new soil models and the boundary treatments is tested by simulating simple compression tests. ... The SPH package with the coupling algorithm is tested by simulating a bucket problem, a consolidation test and a -
Microbial Carbonate Precipitation in Soils
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Qabany.html2 Nov 2011: Laboratory tests were conducted to investigate the effect of changing treatment factors such as chemical concentrations, retention times and effective input rates (mole/litre/hour) on chemical efficiency. ... with cementation was different from previous -
Predicting ground displacement in clay during construction
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-osman.html27 Apr 2005: Geotechnical Engineering Group. Abstract. The work reported in this dissertation is a contribution to the development of a new design method, based directly on the data of accurately chosen soil tests, ... Comparisons are also made with field studies -
Publications / Presentations
www-civ.eng.cam.ac.uk/geotech_new/people/lynch/pubrl.html7 Mar 2002: Environmental Geotechnics. 29. M.C Barbosa, R J Lynch,. and J.D McKinley, "Migration of aqueous acetone and potassium chloride through kaolin: minidrum centrifuge test CBLC1", Cambridge University Engineering Department Technical ... imaging techniques -
Behaviour of landfill systems under monotonic and earthquake loading
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-thusyanthan.html29 Nov 2007: Seismic behaviour of MSW was then studied by performing dynamic tests on landfill models with the model waste. ... The criteria for crack initiation in clay were investigated by performing 4-point bending tests on consolidated clay beams. -
Effects of Piles on Tunnels
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-chung.html23 Jun 2008: This is conducted by means of centrifuge model tests. Model piles were loaded close to a model tunnel in-flight at 75g. ... The centrifuge tests in this study show that the loading impact from the bored piles on the tunnel is rather limited. -
A Thermally Controlled TestChamber for Centrifuge and Laboratory…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR296.pdf17 Aug 2001: Experimental Testing. Two tests are presented in which the performance of the chamber has beenevaluated. ... Test ECOl, Laboratory Evaluation I. An overview of the test is shown in Figure 2. -
Seismic Response of Tunnels
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-cilingir.html3 Feb 2010: Dynamic centrifuge tests have been conducted on small-scale tunnel models for this purpose. ... These deformations were measured using Particle Image Velocimetry (PIV) technique for the first time in a dynamic centrifuge test involving earthquakes. -
Piled foundations subjected to cyclic loads or earthquakes
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Zheming_Li.html14 Dec 2010: Centrifuge modelling was mainly used for this research. Different pile installation methods were carried out in centrifuge tests. ... The earthquake tests reveal significant differences in the performance of pile groups compared with pseudo-static cyclic
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