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  2. Centrifugal modelling of tunnel construction in soft clay

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mair.html
    26 Jun 2001: Observed collapse mechanisms in the centrifuge models led to the development of new and improved upper bound solutions.
  3. The response of full-scale piles and piled structures to tunnelling

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-selemetas.htm
    26 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.
  4. Clastic Soil Mechanics

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mcdowell.html
    26 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
  5. Seismic Modelling of Rock-Fill Embankments on Deep Loose Saturated…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-carrier.htm
    26 Jun 2001: As dielectric soil characterisation is a very new area, there are few sensors available for practical applications.
  6. Soil-Pipeline Interaction at the Seabed

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-cheuk.htm
    29 Nov 2007: A new image analysis technique was used to track the soil movement without recourse to intrusive target markers.
  7. Tunnelling in sand and its effect on pipelines and piles

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-marshall.html
    11 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.
  8. Conditioning of clay soils for tunnelling machine screw conveyors

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-dimmock.htm
    7 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
  9. An investigation into the behaviour of pressed-in piles

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-white.htm
    27 Jun 2002: A new system for deformation measurement in plane strain modelling and other forms of geotechnical testing has been developed.
  10. Cam Middleton: Publications

    www-civ.eng.cam.ac.uk/struct/crm/publications.html
    27 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
  11. SOIL-PIPELINE INTERACTION IN UNSATURATED SOILS

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-robert.html
    16 Sep 2010: The results were synthesized to produce new normalised pipe load charts.
  12. Behaviour of landfill systems under monotonic and earthquake loading

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-thusyanthan.html
    29 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
  13. Three-dimensional finite element analysis of short and long-term…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-wongsaroj.html
    23 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
  14. www-civ.eng.cam.ac.uk/cjb/papers/cp10.pdf

    www-civ.eng.cam.ac.uk/cjb/papers/cp10.pdf
    11 Aug 2003:
  15. www-civ.eng.cam.ac.uk/cjb/papers/cp32.pdf

    www-civ.eng.cam.ac.uk/cjb/papers/cp32.pdf
    11 Aug 2003:
  16. 19 Jun 2002: NEW APPROACHES TO STRUCTURAL MECHANICS,. SHELLS AND BIOLOGICAL STRUCTURES. Edited by H.R Drew and S.
  17.  

    www-civ.eng.cam.ac.uk/dsl/publications.html
    19 Feb 2008: In Proc. SPACE98, April 26-30, 1998, Albuquerque, New Mexico (Edited by R. ... 1989. Kwan, A. S. K. and Pellegrino, S. (1989). A new deployable mast.
  18. Chris Calladine

    www-civ.eng.cam.ac.uk/struct/crc/publications.html
    21 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
  19. Chris Burgoyne Research Page

    www-civ.eng.cam.ac.uk/cjb/cjbresearch1.html
    12 Oct 2010: Slightly paradoxically, development of new tension materials focusses attention on the failure mechanisms of concrete.
  20. Chris Burgoyne Publications Page

    www-civ.eng.cam.ac.uk/cjb/cjbpublications.html
    4 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,
  21. 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.
  22. http://blog

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/photosource.doc
    2 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.
  23. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/wattabs1.html
    10 Aug 2004: Lightweight deployable SAR structures. Alan Watt. Abstract. This thesis presents the conceptual design of a new style of frame for deploying, supporting and tensioning a membrane-based Synthetic Aperture Radar (SAR). ... As no present hinge designs can
  24. CUED Structures Group Theses - Lipscombe

    www-civ.eng.cam.ac.uk/abstract/prlabs.htm
    23 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.
  25. 24 Sep 2002: Compared to the design of new structures, existing structures have to be treated differently.
  26. CUED Bridge Research

    www-civ.eng.cam.ac.uk/brg/brg.htm
    27 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.
  27. CUED Structures Group Theses - Kangwai

    www-civ.eng.cam.ac.uk/abstract/rdkmabs.htm
    4 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
  28. 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.
  29. 22 Dec 2011: decade. Recent work has resulted in a new lower-bound plastic analysis technique. ... Used in conjunction with an upper-bound yield-line analysis, this new technique could provide assessing engineers with a high degree of confidence in the accuracy of
  30. CUED Structures Group Theses - Ashour

    www-civ.eng.cam.ac.uk/abstract/gsabs.htm
    10 Nov 2003: The new model is composed of two pairs of coupled non-linear differential equations; one for the structure and the other for the vortices. ... The new coupled--oscillator model allows the comparison of classes of bridge with various control mechanisms.
  31. Geotechnical centrifuge development can correct soil mechanics errors

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/gc.html
    17 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.
  32. Cam Middleton: Research

    www-civ.eng.cam.ac.uk/struct/crm/research.html
    3 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
  33. 2 3 4

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans_pub/ParachuteToTameTheTide.pdf
    27 Nov 2017:
  34. Self Locking Rolling Hinges

    www-civ.eng.cam.ac.uk/dsl/presentations/SelfLockingRollingHinges.ppt
    5 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.
  35. Enginuity July 2003

    www-civ.eng.cam.ac.uk/dsl/enginuity.pdf
    10 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.
  36. IStructE 2003 Poster

    www-civ.eng.cam.ac.uk/dsl/ppao2/documents/IStructE_2003_Poster.pdf
    22 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
  37. University of Cambridge

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Liu_L.pdf
    25 Jul 2012: The new model embeds the non-linear elasticity and strain hardening and softening properties into the ordinary Mohr Coulomb model.
  38. Abstract Heavily overconsolidated clays like London Clay present an…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/K_Ellison.pdf
    4 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
  39. Microsoft PowerPoint - mritalkgreece

    www-civ.eng.cam.ac.uk/cjb/papers/cp88.pdf
    26 Mar 2010: Nemati and Monteiro: A New Method to Observe Three-Dimensional Fractures in Concrete Using Liquid Metal.
  40. The "Mohr-Coulomb" Error

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/habibx.html
    26 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.
  41. New Document

    www-civ.eng.cam.ac.uk/geotech_new/facilities/model_testing/beam/photos.htm
    26 Jun 2001: The 10 metre beam centrifuge. A centrifuge package on its swing. An instrumented foundation. A flexible earthquake model container.
  42. Becoming a Civil Engineer at Cambridge

    www-civ.eng.cam.ac.uk/civils.html
    6 Aug 2008: But there will always be new things to learn; new techniques; new materials, and new problems to apply them to.
  43. ABSTRACT The production of Portland cement (PC) is associated ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Fei%20Jin.pdf
    9 Sep 2014: products and wastes and (ii) new cement formulations based on different chemistry with.
  44. Frontmatter_2014.01.27_1818

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst%20Haskell%20J.pdf
    20 May 2014: the 2010-2011 Christchurch, New Zealand earthquakes) in areas where extensive. liquefaction and lateral spreading occurred.
  45. 25 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
  46. frprcs9Final00123

    www-civ.eng.cam.ac.uk/cjb/papers/cp84.pdf
    26 Mar 2010: interface fracture energy required to create the new surfaces GF: If GR GF the crack will extend causing debonding.
  47. Title: Mass Transfer in Non-Aqueous Phase Liquid Contaminated…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/nikolopoulos_abstract.pdf
    20 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.
  48. Proceedings of the 5th International Conference onComputation of…

    www-civ.eng.cam.ac.uk/dsl/publications/Gan_Pellegrino_abst.pdf
    2 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
  49. Burgoynefinal2

    www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf
    8 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.
  50. The lower bound theorem of plasticity cannot be used as a basis for…

    www-civ.eng.cam.ac.uk/cjb/concplas/17sebastian.pdf
    11 Jul 2007: a) Existing approach (b) New Approach. Fig. 1 – Design of Indeterminate Reinforced Concrete Structures. ... The EI distribution corresponding to this factored moment distribution is input to the analysis with the new factored loading and the process is
  51. SE20 Design Codes Burgoyne :Layout 1

    www-civ.eng.cam.ac.uk/cjb/papers/p63.pdf
    22 Mar 2010: Codes new to the limit state. format are the Eurocodes for timber and geotechnics. ... Achieving unanimity in this area will take time. There is also a question about new developments.

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