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  2. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/10ibell.pdf
    25 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
  3. Slide 1

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S1%20Design%20Decisions%20Presentation.ppt
    26 Aug 2007: Total cost £10,000. Upgraded for 1991 World Cup by a new heated system of hot water pipes. ... Divide into the 3 clients for a new premiership football club stadium;.
  4. Symmetry and states of self stress intriangulated toroidal frames ...

    www-civ.eng.cam.ac.uk/dsl/publications/torus.pdf
    22 Jan 2002: Graduate Texts in Mathematics, Springer, New York. 9. Figures. (a). (b).
  5. Discussion: Laboratory measurement of strength mobilisationin kaolin: …

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/216%20discussion.pdf
    28 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.
  6. New Document

    www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_migration/photos.htm
    14 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
  7. UNIVERSITY OF CAMBRIDGE Department of Engineering Bridge Research…

    www-civ.eng.cam.ac.uk/brg/posts/furtherdetails_new.html
    24 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
  8. Physical Modelling of Jet Grouting Process

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ji.html
    22 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.
  9. Matthew DeJong - Publications

    www-civ.eng.cam.ac.uk/struct/mjd/publications.html
    10 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.
  10. Stability of marine pipelines on unstable and liquefied seabed

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-teh.htm
    29 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
  11. Response of Ground and Buildings to Deep Excavations and Tunnelling

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-goh.html
    15 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
  12. Foundation Optimisation and its Application To Pile Reuse

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Leung.html
    22 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
  13. Effect of Building Stiffness on Excavation-Induced Displacements

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-shafie.htm
    26 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
  14. Predicting ground displacement in clay during construction

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-osman.html
    27 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
  15. Development of a novel self-boring permeability measurement technique

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ratnam.htm
    20 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
  16. Ground movements due to excavation in clay: physical and analytical…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-lam2.html
    3 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
  17. Horizontal arching of earth pressures on retaining structures

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-chua.htm
    26 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
  18. Distributed Optical Fibre Strain Sensing of Geotechnical Structures

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mohamad.html
    27 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.
  19. The SPH Method to Simulate River Levee Failures

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mori.html
    22 Jun 2009: In order to speed up the computation, the new SPH package was developed for the open source molecular dynamics code “LAMMPS” (Large-scale Atomic/Molecular Massively Parallel Simulator). ... engineering. The SPH package with the new soil models and
  20. The Influence of Seasonal Moisture Cycles on Clay Slopes

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-take.htm
    5 Nov 2003: These difficulties have been overcome through the development of a new miniature sensor, a high air-entry filter element, and a quality-assured method of tensiometer saturation. ... These seasonal displacements are accurately measured at thousands of
  21. Electrokinetic Soil Remediation

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-penn.html
    26 Jun 2001: temperatures. Geotechnical centrifuge model testing was performed on the Cambridge balanced arm centrifuge using new equipment.

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