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Data Report Of Three Dynamic Centrifuge Model Test On ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR206.pdf27 Jan 2009: The sand used in all these tests was dry. Leighton Buzzard sand 52/100 (nominal grain size 0.225mm) was used for one of these test. ... tables 6,8 and 10a,b, for tests AM-1,AM-2 and test AM-3 respectively. -
MODELLING OF HYDRAULIC FRACTURING IN CEMENT BENTONITE GEOMATERIALS
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ng.html22 Jun 2009: process of a double packer test, corresponding types of laboratory tests have been performed. ... The results indicate that while the peak cavity pressure increases with the confining pressure in both types of tests, it increases with injection rate only -
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 -
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 -
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. -
Lrs Vs 01.~ 01 I ~ I I ~l ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR06.pdf7 Jul 2009: structures,ie. test embankments. In certain cases nature has. already carried out full scale tests in the form of natural slope. ... tests produce valuable compaJ;:"isons between theOrY and "exl?eriment 11 ,. (e.g. -
CAM-Sat:Computer Controlled Saturation for Geotechnical Modelling…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR%20348.pdf13 Nov 2009: Takahashi et al. (2006) carried out tests which show that flushing a modelwith CO2 before the pore fluid is introduced to the model leads to higher degreesof saturation. ... during your centrifuge test. -
[doi: 10.1680/geot.2008.58.9.693] 693 Introduction for the 46th…
www-civ.eng.cam.ac.uk/geotech_new/people/mair/Rankine%202006.pdf27 Jan 2009: Typicalresults from shear box tests on the High PI Flyschoid areshown in Fig. ... Test 1 was undertaken in mixed face conditions,comprising the High PI Flyschoid Clay and the BlockyFlyschoid Clay; Tests 2 and 3 were principally in the HighPI Flyschoid
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