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Centrifugal Modelling of Slides Triggering Mechanism in Layered Fill…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-yslee.htm9 Nov 2005: Completely decomposed granitie (CDG), a typical soil found in Hong Kong, was used for the centrifuge tests of loose fill slopes. ... In the centrifuge tests, shear localized progressive failure is visualized by means of an image analysis developed by CUED -
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 -
Distributed Optical Fibre Strain Sensing of Geotechnical Structures
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mohamad.html27 Oct 2008: In the experimental work, the performances of optical cables embedded in concrete beams are studied via uniaxial loading tests. ... Separate tests were conducted to study thermal behaviour of optical cables using thermal bath and during concrete curing. -
Accelerated ageing of cement stabilised/solidified contaminated…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-chitambira.htm31 Mar 2004: Accelerated ageing tests using elevated temperatures were therefore conducted up to 3 months, to investigate the various physicochemical characteristics of both un-aged and aged treated soils. ... In freeze-thaw durability tests some multiple-contaminant -
The influence of bacteria on the mechanical properties of deep-ocean…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-kuo.html2 Nov 2011: Mini ball-penetrometer tests on natural cores confirm the crustal strength, and indicate a sensitivity of 3 within the crust. ... However, pipeline interface tests using the Cam-shear device demonstrate a significant variability in the measured interface -
Horizontal arching of earth pressures on retaining structures
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-chua.htm26 Jan 2006: In this research, the horizontal arching mechanism and lateral deformations of cantilever walls are investigated using centrifuge tests. ... A series of six tests was carried out at 45g and the panel widths and thicknesses around the model basement were -
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. -
Pile instability during earthquake liquefaction
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-bhattacharya.htm5 Nov 2003: The failure mode observed in the tests was similar to those observed in the field in laterally spreading soil. ... Keywords: Pile failure, Buckling instability, Liquefaction, Case histories, Centrifuge tests, Slenderness ratio, Lateral spreading. -
Effects of Earthquake-induced Liquefaction on Pile Foundations in…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-haigh.htm16 Apr 2002: Eight tests were carried out on laterally spreading slopes and a further five on slopes containing instrumented pile foundations. ... Using linearised pore pressures overestimated the measured slope displacements as dilation limits the movements measured -
Seismic Modelling of Rock-Fill Embankments on Deep Loose Saturated…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-carrier.htm26 Jun 2001: Laboratory tests were conducted on clay contaminated with inorganic pore water solutions. ... Permeability, rheology and capillary suction time tests were conducted to observe the change in physical and chemical properties of the clay with changes in -
The Ageing and Creep of Dense Granular Materials
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-bowman.htm11 Dec 2002: During loading, tests conducted at different rates showed no influence on the strain developed. ... In unloading, the slower rate tests produced greater shear strains once the condition became extensive. -
Modelling of Geosynthetic Reinforced Soil Walls
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-balachandran.html26 Jun 2001: Since then design theories have been developed alongside an increasing database of full scale, small scale and centrifuge model tests. ... Keywords: geosynthetic, reinforcement, tension, reinforced soil wall, centrifuge model test, strip load cell, -
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 -
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. -
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 -
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 -
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:. • -
www-civ.eng.cam.ac.uk/cjb/papers/cp20.pdf
www-civ.eng.cam.ac.uk/cjb/papers/cp20.pdf11 Aug 2003: -
Uniaxial and eccentric compressive behaviour of spirally confined…
www-civ.eng.cam.ac.uk/cjb/papers/cp53.pdf20 Dec 2001: The test was continued until snapping of the spiral occurred. For circular concrete specimens with a single spiral, tests were made at 8 days, 15 days and 28 days to obtain ... CONCLUSIONS Concentric compression tests on short AFRP spirally-confined -
021003_GIANNOPOULOS
www-civ.eng.cam.ac.uk/cjb/papers/cp89.pdf26 Mar 2010: Tests had to be carried out at various temperatures levels and for that reason the test apparatus included a Thermo center oven (Fig. ... 160oC. Each test was repeated three times, giving a total of 72 tests. -
Ground Improvement of Organic Soils Using Wet Deep Soil Mixing
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Hernandez-Martinez.html11 Jul 2006: This is achieved by conducting a series of unconfined compression tests in wet-soil mixed specimens prepared both mechanically and using a laboratory-scale auger-mixing equipment. -
Characterisation of long term behaviour of polyester fibres and fibre …
www-civ.eng.cam.ac.uk/cjb/papers/cp82.pdf27 Mar 2010: Therefore long-term creep of ropes is a subject of interest. However, few long-term creep tests have been performed in literature, as this kind of test is costly. ... temperature (the initial strain value is determined by performing tensile tests for -
Welcome to the Cambridge Geotechnical Group
www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_migration/text.htm27 Jun 2008: Centrifuge tests, simulating the one-dimensional consolidation of, and contaminant migration from, a mineral waste site were conducted and a two dimensional finite element program has been developed to simulate the -
Observation of flexural cracks in loaded concrete beams using ...
www-civ.eng.cam.ac.uk/cjb/papers/p52.pdf24 May 2005: the study to avoid damaging the RF probe. Experimental apparatus. The test beam. ... Tests showed. that eight-yarn bars had a tensile strength of 2380 MPa. -
FRPRCS-10-Taher-Burgoyne-Cambridge-Final
www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf8 Apr 2011: Double-shear pull tests and single-shear pull tests have been the most popular test methods, as a result of their simplicity (Chen et al., 2001). ... Figure 2 — Direct pull out tests set-ups. (a) Beam test (b) Modified beam test. -
A fracture-mechanics model for debonding of external fibre reinforced …
www-civ.eng.cam.ac.uk/cjb/papers/cp72.pdf25 Aug 2006: whether these shear lap tests actually simulate the debonding mechanism of real beams. ... RILEM Report 5, Fracture Mechanics Test Methods for Concrete, RILEM, International Union of Testing and Research Laboratories for Materials and Structures, London, -
DVIWindo paper_IUTAM.dvi
www-civ.eng.cam.ac.uk/dsl/publications/bistabletubes.pdf19 Oct 1999: a) Tension test. 0 0.01 0.02 0.030. 5. 10. 15. 20. ... 25. x (1/mm). Mx. per. unit. wid. th (. kN). (b) Bending test.
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