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In Situ Soil Testing for Foundation Performance Prediction Yueyang ...
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-zhao.html11 Mar 2008: Small-strain stiffness and its dependency on mean stress level were successfully measured and compared well against data obtained from triaxial tests. -
Evaluation of Shear Modulus and Damping in Dynamic Centrifuge ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf12 Oct 2004: shear stress. In many centrifuge tests, neither apply. Therefore shear stress is evaluated. ... curves/element test data, and is apparently better at smaller (< 0.05%) strains. -
A Mass Flux and Partitioning Tracer Concept for DNAPL Source Zone…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-page.htm29 Nov 2007: In all simulations and tank tests, PITT-based PCE volume estimates showed wide ranges of accuracy, ranging from 70% under prediction to 20% overprediction. -
Computer simulations of crushable aggregates
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-robertson.htm14 Mar 2002: A discrete element package PFC3D is then used to model individual particles in simple crushing tests. -
Lateral loading of piles due to embankment construction
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst_springman.html13 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 -
Tunnelling in sands and the response of buildings
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst_farrell.html10 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 -
Lubrication and soil conditioning in pipejacking and tunnelling
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-borghi.html14 Dec 2006: Tests performed using different chemical compositions but under otherwise identical conditions demonstrated that the lubricant composition significantly affects the rate of build-up as well as the final magnitude of effective -
The significance of boundary conditions in dynamic centrifuge…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-teymur.htm16 Apr 2002: effects. A series of centrifuge tests involving loose and dense, dry and saturated models of homogeneous horizontal sand layers has been carried out to investigate the effects of the end-walls -
Centrifuge and numerical modelling of dense non-aqueous phase liquid…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-coumoulos.htm8 Apr 2003: A series of 12 centrifuge tests was designed and carried out at the Schofield Centrifuge Centre using the 10m beam centrifuge. -
Welcome to the Cambridge Geotechnical Group
www-civ.eng.cam.ac.uk/geotech_new/research/earthquakes/boundary/text.html27 Jun 2008: At present, all earthquake tests carried out at Cambridge use one of two "equivalent shear beam" (ESB) model containers of the latter type. -
In-Situ Photocatalytic Remediation of Organic Contaminants in…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Lim.html22 Jun 2010: A model was constructed and tested in a 4 L column (cylindrical) reactor, using the MB test to characterise the reactor performance and operating conditions. -
New Document
www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_migration/photos.htm14 Aug 2001: Video image from centrifuge test of DNAPL. migration in sloping sand layers. ... test of LNAPL migration in sloping sand layers. Contours of LNAPL concentration. -
Permeability and stress-strain response of speswhite kaolin
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-al-tabbaa.html23 Feb 2006: A detailed experimental investigation of the stress-strain behaviour of kaolin was carried out using a computer controlled triaxial apparatus supplemented by tests in an oedometer. -
www-civ.eng.cam.ac.uk/cjb/papers/p69.pdf
www-civ.eng.cam.ac.uk/cjb/papers/p69.pdf8 Apr 2011: -
Ground Improvement with Conventional and Novel Binders
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-jegandan.html14 Oct 2010: Also, novel binders such as magnesia cement, zeolite cement and slag-magnesia blend were also studied to test their applicability in ground improvement. -
Remediation of DNAPL using Surfactant flushing-Mass flux approach.
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-kulasooriya.htm23 Nov 2005: This flow bypass effect can reduce the overall mass flux. Comparison between the one-dimensional column and two-dimensional tank test results show that the flow bypass resulted in a -
frprcs9final00067
www-civ.eng.cam.ac.uk/cjb/papers/cp85.pdf26 Mar 2010: Tensile, SIM and SSM tests were conducted using the same experimental set-up (Fig. ... in deriving rupture times which by conventional creep tests would have required months or years. -
TR338
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR338.pdf6 Oct 2005: 3. Testing Procedure Testing procedure was similar for both IT04 and IT06 tests. ... 10. 0. 10. 20. g. Time(s). TEST IT04. FLIGHT 1. Scales: Model. -
TR339
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR339.pdf6 Oct 2005: This chapter presents results from dynamic centrifuge tests on three difference MSW landfill. ... Table 1.4 Simulated earthquake loadings in test IT07, prototype scale [model scale]. -
ACM-046
www-civ.eng.cam.ac.uk/cjb/papers/cp66.pdf20 Jul 2004: Test No. No. of tests 5hrs 5hrs 5hrs 5hrs 5hrs. SIM70-01-01/02 2 25 40 60 80 100. ... Two tests were carried out at each test number; to distinguish them the following identification was used:. •
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