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Liquefaction Remediation Techniques for Existing Buildings
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mitrani.html25 Aug 2006: This thesis describes dynamic centrifuge tests undertaken to try and increase understanding of three such remediation methods: containment walls, cemented zones and inclined, non-loadbearing micro-piles. ... Centrifuge tests with a simple SDOF frame -
Piled Foundations in Liquefiable Soils: accounting for axial loads
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-knappett.html29 Nov 2007: Pseudo-static BNWF models have been developed which can determine the complete post-buckling response of the system and have been fully validated against centrifuge test data. ... The BNWF analyses and empirical settlement equations were combined to map -
"Application of Two Novel Magnesia-Based Binders in…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-iyengar.html17 Dec 2008: 2-chlorobenzoic acid). The short and long-term effectiveness of the S/S treatment was examined through results of batch leaching test, chemical, mechanical and microstructural properties. ... The experimental techniques employed to assess the long-term -
Process envelopes for and biodegradation within stabilised/solidified …
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst_kogbara.html13 May 2011: Extensive data was generated in a series of laboratory tests in order to develop process envelopes for S/S treatment of contaminated soils using a real site soil contaminated with a ... monolithic leaching, contaminant extraction and dehydrogenase -
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. -
SEISMIC BEHAVIOUR OF EMBEDDED SHEET PILE RETAINING WALLS .
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst_yasir_khokher.html14 Dec 2009: Also, important differences were noted between the centrifuge test results and the Mononobe-Okabe analysis. ... Further tests are needed to ascertain the real seismic behaviour of embedded retaining walls. -
Long-term behaviour of twin tunnels in London clay
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-laver.html2 Nov 2011: Permeability tests are performed on fissured London Clay, exploring the effect of isotropic stress cycles on the permeability of fissures. -
Micromechanical modelling of soil creep
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-kwok.html19 Dec 2008: tests were successfully simulated. -
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. -
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. -
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 -
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 -
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 -
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 -
Welcome to the Cambridge Geotechnical Group
www-civ.eng.cam.ac.uk/geotech_new/research/earthquakes/landfill/text.htm24 May 2006: Centrifuge tests are being carried out in conjunction with Santa Clara University, USA, in order to investigate the mechanisms of failure of landfill liner systems. -
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.
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