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Excess pore pressures under cyclically loaded model jack-up…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-hsu.htm13 Feb 2002: In this new series of centrifugal tests, the effects of excess pore pressure under spud-can foundations of a scaled model three-leg offshore jack up structure subjected to horizontal cyclic -
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. -
The response of full-scale piles and piled structures to tunnelling
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-selemetas.htm26 Jan 2006: The fieldwork took place during construction of the new Channel Tunnel Rail Link (CTRL) in the UK, in Contract 250 in Dagenham, Essex. -
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 -
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: As dielectric soil characterisation is a very new area, there are few sensors available for practical applications. -
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: New tunnel construction occurs increasingly close to existing buried structures. Tunnel designers must account for likely effects that construction activities may have on these structures. -
Soil-Pipeline Interaction at the Seabed
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-cheuk.htm29 Nov 2007: A new image analysis technique was used to track the soil movement without recourse to intrusive target markers. -
Conditioning of clay soils for tunnelling machine screw conveyors
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-dimmock.htm7 Jul 2004: The thesis proposes new ways in which the magnitude of ground movement may be predicted, with an emphasis on the different stages of tunnel construction; a modified approach to the Load -
An investigation into the behaviour of pressed-in piles
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-white.htm27 Jun 2002: A new system for deformation measurement in plane strain modelling and other forms of geotechnical testing has been developed. -
Department of Engineering - Bridge Research Group - Publications
www-civ.eng.cam.ac.uk/brg/publications.html22 Dec 2011: 1995 (Unpublished). 1994. Middleton, C.R. Example collapse and reliability analyses of concrete bridges using a new analysis technique in Developments in Short & Medium Span Bridge Engineering. ... Middleton, C.R. The application of new analysis -
Cam Middleton: Publications
www-civ.eng.cam.ac.uk/struct/crm/publications.html27 May 2011: Unpublished). 1994. Middleton, C.R. Example collapse and reliability analyses of concrete bridges using a new analysis technique in Developments in Short & Medium Span Bridge Engineering. ... Middleton, C.R. The application of new analysis techniques to -
SOIL-PIPELINE INTERACTION IN UNSATURATED SOILS
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-robert.html16 Sep 2010: The results were synthesized to produce new normalised pipe load charts. -
Behaviour of landfill systems under monotonic and earthquake loading
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-thusyanthan.html29 Nov 2007: This research has shown the effectiveness of dynamic centrifuge testing of MSW landfills and provided valuable information that may be used in designing of new landfills or risk assessment of old -
www-civ.eng.cam.ac.uk/cjb/papers/cp10.pdf
www-civ.eng.cam.ac.uk/cjb/papers/cp10.pdf11 Aug 2003: -
www-civ.eng.cam.ac.uk/cjb/papers/cp32.pdf
www-civ.eng.cam.ac.uk/cjb/papers/cp32.pdf11 Aug 2003: -
Three-dimensional finite element analysis of short and long-term…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-wongsaroj.html23 Feb 2006: In low permeability soils, a change in stress state induces excess pore pressures that, in the long-term, dissipate into a new equilibrium regime leading to further ground displacement and complex -
D:\Current_work\Calladine Conference\Proceedings\contents_etc.dvi
www-civ.eng.cam.ac.uk/contents.pdf19 Jun 2002: NEW APPROACHES TO STRUCTURAL MECHANICS,. SHELLS AND BIOLOGICAL STRUCTURES. Edited by H.R Drew and S. -
Jumping Bunny Research Project - Main Page
www-civ.eng.cam.ac.uk/dsl/Bistable_actuation/main_project_page.html11 Nov 2003: This new concept is shown below alongside the chosen actuation strategy. -
Chris Calladine
www-civ.eng.cam.ac.uk/struct/crc/publications.html21 Aug 2008: The Structural Engineer, 51, 147-154 (1973). 35. C.R. Calladine, 'A new thermodynamic diagram for representing steady one-dimensional compressible fluid flow', J. ... Gupta, pp 71-97, Wiley Eastern, New Delhi (1993). 104. C.R. Calladine, "Causes of -
Chris Burgoyne Research Page
www-civ.eng.cam.ac.uk/cjb/cjbresearch1.html12 Oct 2010: Slightly paradoxically, development of new tension materials focusses attention on the failure mechanisms of concrete. -
Chris Burgoyne Publications Page
www-civ.eng.cam.ac.uk/cjb/cjbpublications.html4 Oct 2011: Struct. Engrs, London, June 1991. Burgoyne C.J., Parafil ropes - from development to application, IABSE Colloquium on New Materials, Cambridge, July 1991. ... Burns Symposium on Historic Innovations in Prestressed Concrete, ACI SP-231, 15-32, New Orleans, -
http://blog
www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/photosource.doc2 Jul 2007: Wembley. http://blog.fanfaktor.de/images/wembley-stadium.jpg. Twickenham. Stadium Photo Copyright Realistic Photo Graphics Ltd. Man U. www.manchesterpremieraction.com/theatre-of-dr.. Millenium Stadium. Murrayfield. www.worldstadiums.com. Emirates. -
Concrete Bridge Assessment Using Plastic Collapse Analysis
www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/29 Feb 2000: A new technique for performing yield-line analysis has been developed recently at Cambridge University and implemented in a computer program called C. -
2 3 4
www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans_pub/ParachuteToTameTheTide.pdf27 Nov 2017: -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/aberleabs.htm31 Jul 2008: These new formulations, based on power series, are applicable for any degree of shear stiffness and any axial load. ... The new element formulations, together with the proposed solution procedures are implemented into an essentially new computer program. -
CUED Structures Group Theses - Amaniampong
www-civ.eng.cam.ac.uk/abstract/guestabs.htm10 Nov 2003: This dissertation is an attempt to inject new ideas into the field of deployable structures. ... Previous work on this concept is reviewed, and a new analysis of the fold pattern is presented. -
CUED Structures Group Theses - Lipscombe
www-civ.eng.cam.ac.uk/abstract/prlabs.htm23 Sep 1998: A new theoretical model is developed to explain the experimental behaviour, it allows the block to lose contact with the foundation after impact. ... The predictions of the new 'bouncing' model match the experimental results well. -
CUED Bridge Research Projects: Safety Assessment of Existing Bridge…
www-civ.eng.cam.ac.uk/brg/safety/24 Sep 2002: Compared to the design of new structures, existing structures have to be treated differently. -
CUED home page - Dr E. Kebadze
www-civ.eng.cam.ac.uk/dsl/FoldingSARs/26 May 2004: A new concept:. The standard design for a space-based SAR (shown above) is based on rigid surfaces deployed by motorised hinges. -
CUED Bridge Research
www-civ.eng.cam.ac.uk/brg/brg.htm27 Sep 2002: One of the key ideas being examined is how Proffessor Rackwitz' new Life Quality Index approach to setting target safety levels can be applied in practical situations. -
CUED Structures Group Theses - Kangwai
www-civ.eng.cam.ac.uk/abstract/rdkmabs.htm4 Nov 2003: by R D Kangwai. A symmetric structure is a structure that can be brought into a new position which is mechanically and geometrically identical to its original position. ... This thesis provides a new application of group theory to the force method of -
Cam Middleton: Research
www-civ.eng.cam.ac.uk/struct/crm/research.html3 Nov 2010: Other research has aimed to:. develop a new non-destructive method for the detection of corrosion using electromagnetic sensors in collaboration with industry. ... Recently research has been conducted into using wireless sensors for structural health -
Self Locking Rolling Hinges
www-civ.eng.cam.ac.uk/dsl/presentations/SelfLockingRollingHinges.ppt5 Jul 2001: Tape-Spring Rolling Hinges. Alan M. Watt. Outline of Talk. Why build new hinges. ... Moment - rotation properties. Damping. Wire Effects. Applications of hinges. Why build new hinges. -
Geotechnical centrifuge development can correct soil mechanics errors
www-civ.eng.cam.ac.uk/geotech_new/people/ans/gc.html17 Dec 1998: In contrast, Pokrovsky’s "efforts" gave the Soviets a "new and efficient" research asset. ... Terzaghi, Peck and Mesri (1996), Soil Mechanics in Engineering Practice, Wiley, New York. -
Enginuity July 2003
www-civ.eng.cam.ac.uk/dsl/enginuity.pdf10 Sep 2003: result not only in the production of new ideas, butalso in action which will be of positive benefit tothe national economy.”. ... Philip Guildford – New Director of Research. For further information, please contact Philipon pg28@cam.ac.uk. -
Abstract Heavily overconsolidated clays like London Clay present an…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/K_Ellison.pdf4 May 2012: The improved performance of the new models is demonstrated through materialpoint simulations of a variety of conventional and nonconventional laboratory tests.The importance of anisotropy for boundary value problems is then -
University of Cambridge
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Liu_L.pdf25 Jul 2012: The new model embeds the non-linear elasticity and strain hardening and softening properties into the ordinary Mohr Coulomb model. -
IStructE 2003 Poster
www-civ.eng.cam.ac.uk/dsl/ppao2/documents/IStructE_2003_Poster.pdf22 May 2003: CONCLUSIONS. INTRODUCTION. The proposed new method of modelling seabed interaction has shown to improve the overall accuracy of frequency domain analysis. ... sion Prediction of Model D (new method). remains accurate even when amplitude of excitation is -
Microsoft PowerPoint - mritalkgreece
www-civ.eng.cam.ac.uk/cjb/papers/cp88.pdf26 Mar 2010: Nemati and Monteiro: A New Method to Observe Three-Dimensional Fractures in Concrete Using Liquid Metal. -
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. -
The "Mohr-Coulomb" Error
www-civ.eng.cam.ac.uk/geotech_new/people/ans/habibx.html26 Jan 1999: Theoretical soil mechanics. Wiley, New York. Timoshenko, S.P. 1953. History of strength of materials. ... McGraw Hill, New York. 6 APPENDIX. Heyman’s translations of passages quoted above. -
CUED Bridge Research - Publications
www-civ.eng.cam.ac.uk/brg/papers/29 Sep 2004: 1994. Middleton, C.R. Example collapse and reliability analyses of concrete bridges using a new analysis technique in Developments in Short & Medium Span Bridge Engineering, Editors A.Mufti, B.Bakht & ... Middleton, C.R. The application of new analysis -
Frontmatter_2014.01.27_1818
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst%20Haskell%20J.pdf20 May 2014: the 2010-2011 Christchurch, New Zealand earthquakes) in areas where extensive. liquefaction and lateral spreading occurred. -
ABSTRACT The production of Portland cement (PC) is associated ...
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Fei%20Jin.pdf9 Sep 2014: products and wastes and (ii) new cement formulations based on different chemistry with. -
Title: Mass Transfer in Non-Aqueous Phase Liquid Contaminated…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/nikolopoulos_abstract.pdf20 Jul 2009: Existing understandingon NAPL source dissolution was enhanced by the incorporation of rate-limiting effects in these models.A new flow by-pass factor, Fb, was developed to capture permeability contrast effects. -
frprcs9Final00123
www-civ.eng.cam.ac.uk/cjb/papers/cp84.pdf26 Mar 2010: interface fracture energy required to create the new surfaces GF: If GR GF the crack will extend causing debonding. -
A fracture-mechanics model for debonding of external fibre reinforced …
www-civ.eng.cam.ac.uk/cjb/papers/cp72.pdf25 Aug 2006: The energy required to create the associated new surfaces depends on interface fracture energy which is first reviewed and methods to determine is also discussed. ... The energy needed to form new surfaces can be calculated when the interface fracture -
Proceedings of the 5th International Conference onComputation of…
www-civ.eng.cam.ac.uk/dsl/publications/Gan_Pellegrino_abst.pdf2 Feb 2006: to continue moving along several different paths. 3 Case study. We have analysed the deployment behaviour of several 6-rod linkages, and new insights into the kinematicbehaviour of such structures have -
Burgoynefinal2
www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf8 Apr 2011: The common design lifetime for bridges is 120 years. It is impossible to conduct tests for these durations before using new materials. ... Crow, E.L. and Shimizu, K. (1988). Lognormal Distributions:Theory and Application, New York: Dekker.
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