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19 Feb 2008: Movies. Royal Institution 2003 Lecture. 35.6MB). 15.8MB mpeg). Gravity Compensation System. deployment sequence (3.9MB Quicktime movie). details (3.3MB Quicktime movie). Offset Collapsible Rib-Tensioned Surface (CRTS) Reflector. (4.4MB avi). Solid
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ACMBS5 final
www-civ.eng.cam.ac.uk/cjb/papers/cp81.pdf25 Aug 2008: Tests had to be carried out at various temperatures levels and for that reason the test apparatus included a Thermo center - Salvis Lab oven, as shown in Fig. ... The variation of the test data at all load levels about this line is small, indicating the -
The Ageing and Creep of Dense Granular Materials
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-deeks.html17 Oct 2008: Field test data was used to validate the behaviour observed in the centrifuge tests. ... This model links strength and stiffness values measured in centrifuge tests to field scale test results. -
Becoming a Civil Engineer at Cambridge
www-civ.eng.cam.ac.uk/civils.html6 Aug 2008: There is also a Structural Design Course, in which you will design, build and test to destruction a framed structure, and an Exposition class, which is aimed at making engineers better -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/mansfield.html31 Jul 2008: the predictions obtained with experimental test data. -
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. -
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. -
"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 -
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. -
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. -
Welcome to the Cambridge Geotechnical Group
www-civ.eng.cam.ac.uk/geotech_new/facilities/model_testing/image_analysis/text.htm27 Jun 2008: This allows the non-contact measurement of deformation at many thousands of points within the field of view during modelling events and element tests. ... Post-test resin impregnation is also carried out to allow observation of particle orientation and -
10853_2006_1360_42_8-web 2867..
www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf10 Sep 2008: In addition to the tests carried out in this pro-. gramme, additional test data was available from ICI. ... and additional weight was given to the control tests, for. which more test data was available. -
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 -
t08-041 744..749
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/186.pdf21 Jul 2008: 2003) to analyze the imagesof pipe breakout captured in a centrifuge model test. ... The use of an average strength profile in theinterpretation of the test results is therefore justified. -
t07-037 977..996
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/184.pdf21 Jul 2008: Test programmeA total of five tests were carried out, two on kaolin and. ... the actuator was modified to eliminate friction within thevertical guides. The results of test WA1, which are typicalof these tests, are plotted in Fig. -
Bolton, M. D., Nakata, Y. & Cheng, Y. P. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/188.pdf7 Nov 2008: pression. It indicated the potential of using DEM simulationsto understand plastic behaviour of crushable soils seen inlaboratory tests. ... It is beneficial to consider the changes in four componentsof work and energy during simulated tests on DEM agglom -
Osman, A. S. et al. (2007). Géotechnique 57, No. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/183.pdf21 Aug 2008: q q. V V. H H. M M. /,. /,. /,. /m. axul. tul. tul. t. Soil triaxial test. V w–. H u–. ... Disconti-nuities in tangent stiffness provide the sternest test forpredictions based on self-similarity, such as by using MSD.
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