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Elastic Folding of Reflector Antennas
www-civ.eng.cam.ac.uk/dsl/ltdish.html6 Nov 2007: This new concept consists of a thin walled graphite mesh dish -made from material with a triaxial weave with an integral lattice of ribs and connecting elements, with a stiffening hoop -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/10ibell.pdf25 Jul 2007: By considering this new dimension for the cone, predictions against reality were found to be fairly accurate, and four representative predicted vs actual load-deflection plots are shown in Figure 15, ... Clearly, there is significant improvement. The -
Discussion: Laboratory measurement of strength mobilisationin kaolin: …
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/216%20discussion.pdf28 Nov 2013: 2012). Invited keynote: quandary in geomaterialcharacterization: new vs. old. In Shaking the foundations ofgeoengineering education. ... 1975). Discussion: new design procedure for thestability of soft clays. ASCE J. -
Symmetry and states of self stress intriangulated toroidal frames ...
www-civ.eng.cam.ac.uk/dsl/publications/torus.pdf22 Jan 2002: Graduate Texts in Mathematics, Springer, New York. 9. Figures. (a). (b). -
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. Contours of DNAPL concentration. deduced by image analysis. Digital still image from 2-dimensional flume. test of LNAPL migration in sloping sand layers. Contours of LNAPL -
UNIVERSITY OF CAMBRIDGE Department of Engineering Bridge Research…
www-civ.eng.cam.ac.uk/brg/posts/furtherdetails_new.html24 Jul 2006: The primary requirement is for a high intellectual capability and the ability to comprehend new concepts quickly as well as work with other specialist disciplines to produce a working prototype of ... engineers from some of the major bridge owning -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/hicksabs.htm10 Nov 2003: correlation with the new experimental results as well as data from 90 push tests conducted elsewhere. ... Therefore, five new expressions based on concrete plasticity theory, have been developed for this form of failure. -
New Document
www-civ.eng.cam.ac.uk/geotech_new/facilities/model_testing/1-G_testing/photos.htm27 Jun 2001: Calibration chamber for measurement of. displacements and strains during pile penetration. Image of pile flush against observation window. Displacement vectors calculated. by image analysis software. Pull-out test showing a soil-mixed column. -
Physical Modelling of Jet Grouting Process
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ji.html22 Dec 2008: A new model is constructed to estimate the ultimate cutting distance by the jet. ... The new model is developed to cover jet grouting cases using single fluid and double fluid jet grouting systems. -
Stability of marine pipelines on unstable and liquefied seabed
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-teh.htm29 Nov 2007: This thesis examines the paradoxes in the conventional definition of soil liquefaction and proposes a new mechanism for wave-induced seabed liquefaction. ... The new design method is verified against measurements from the wave flume experiments, and also -
Response of Ground and Buildings to Deep Excavations and Tunnelling
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-goh.html15 Nov 2010: As a result of the rigorous study, new definitions of relative building stiffness have been proposed and design guidance to estimate the building modification factors are developed from which the building ... of the Pasir Panjang shop houses under the -
Matthew DeJong - Publications
www-civ.eng.cam.ac.uk/struct/mjd/publications.html10 Jan 2017: Acikgoz MS, DeJong MJ (2013). Linearization and Modal Analysis of Flexible Rocking Structures, NZSEE Conference, Wellington, New Zealand. ... Conf on Structural Analysis of Historical Constructions, New Delhi, India, Vol. -
Foundation Optimisation and its Application To Pile Reuse
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Leung.html22 Oct 2010: The proposed design tool also includes an optimisation algorithm to obtain the best configuration of new piles to work alongside reused piles. ... A series of optimised reuse options are obtained with various amounts of new pile materials, each leading -
Effect of Building Stiffness on Excavation-Induced Displacements
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-shafie.htm26 Jun 2008: Recently, a new approach, based on the relative stiffness of a building and the underlying soil, has been proposed (Potts and Addenbrooks (1997) & Franzius (2004)) to account for the effect of ... Secondly, a centrifuge model, which adopted a new -
Predicting ground displacement in clay during construction
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-osman.html27 Apr 2005: A new plastic deformation mechanism for the indentation of a circular punch in undrained clay has been developed. ... New plastic deformations mechanisms with continuous displacement fields have been developed for stability calculations of braced -
Development of a novel self-boring permeability measurement technique
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ratnam.htm20 May 2002: The new technique builds upon the capabilities of existing self-boring pressuremeter (SBP) devices. ... The technique shows tremendous promise, particularly in soft clay deposits. The new FEM constants were also successfully used to interpret the test -
Ground movements due to excavation in clay: physical and analytical…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-lam2.html3 Nov 2010: Incremental wall deformation profiles generally followed the O’Rourke cosine bulge equation and a new deformation mechanism was proposed with respect to wall toe fixity and excavation geometry. ... A new dimensionless group has been defined using the -
Horizontal arching of earth pressures on retaining structures
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-chua.htm26 Jan 2006: Data obtained showed that the earth pressure dropped to below active values (when horizontal stress was compared to the nominal vertical stress at a given depth), represented by a new coefficient ... New theoretical approaches involving analogies with -
Distributed Optical Fibre Strain Sensing of Geotechnical Structures
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mohamad.html27 Oct 2008: The first tunnel instrumentation was implemented in an old masonry tunnel when a new tunnel was constructed obliquely underneath the old tunnel. ... springline nearer to the new tunnel recorded higher compressive strain than the opposite springline. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/rpabs.html14 Sep 2004: A new construction technique is developed which allows this task to be done in a more efficient and easy manner so that the mechanism can be specifically tailored for a particular
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