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Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/divd.htm19 Sep 2001: Civil, Structural and Environmental Engineering - Division D. Welcome. Division D is one of six sectors into which the inter-disciplinary, "general" Engineering Department of Cambridge University is divided for administrative purposes. It contains -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/weerasingheabs.html17 Apr 2001: In the new arrangement, the Slimdek system replaces the composite deck-slab used in stub-girder assemblies. ... The new system is aimed at achieving clear spans in the 15-19 m range and a totally unpropped construction sequence. -
CUED Structures Group Theses - Other
www-civ.eng.cam.ac.uk/abstract/stratfordabs.html17 Apr 2001: The crack-equilibrium model uses an incremental solution procedure. During solution, checks are made to predict the formation of new cracks, and simple failure criteria are applied to each of the -
New Document
www-civ.eng.cam.ac.uk/geotech_new/research/earthquakes/lateral/photos.htm6 Jun 2001: The Lower San Fernando Dam suffered failure by lateral spreading in 1971. The Showa Bridge's pile foundations moved due to lateral spreading. Soil piling up around a bridge pier in Taiwan. Flow around a centrifuge model pile. -
New Document
www-civ.eng.cam.ac.uk/geotech_new/facilities/model_testing/beam/photos.htm26 Jun 2001: The 10 metre beam centrifuge. A centrifuge package on its swing. An instrumented foundation. A flexible earthquake model container. -
http://www2.eng.cam.ac.uk/~mspg1/new-home/abst-ellis.htm
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ellis.html26 Jun 2001: Soil-structure interaction for full-height piled bridge abutments constructed on soft clay. Edward Alan Ellis, Cambridge University. Geotechnical Engineering Group. Abstract. Full-height piled bridge abutments constructed on soft clay are prone to -
Development and Use of Photometric Sensors for Contaminent Transport…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-treadaway.htm17 Dec 2001: Geotechnical Engineering Group. Abstract. A new technique has been developed for monitoring contaminant transport in-situ under controlled conditions, which produces an approximately real time continuous output.The fibre-optic photometric -
Electrokinetic Soil Remediation
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-el-hamalawi.html26 Jun 2001: A new error criterion was developed based on one of the superconvergent patch recovery methods, and pore pressures were incorporated as well. ... Alternatively, an unstructured mesh generator using a modified form of the Delaunay triangulation algorithm -
Centrifugal modelling of tunnel construction in soft clay
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mair.html26 Jun 2001: Observed collapse mechanisms in the centrifuge models led to the development of new and improved upper bound solutions. -
Clastic Soil Mechanics
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mcdowell.html26 Jun 2001: Taking the production of new surface area from the particle size distributions produced by the numerical model, a work equation is used to deduce the plastic compression of voids, for
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