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  2. Strong Motion at Port Islandduring the Kobe Earthquake S.P.G. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR285.pdf
    17 Aug 2001: Currently a new system called the Stored Angular Momentum (SAM). actuator is being commissioned which increases the versatility in dynamic centrifuge. ... tested. At Cambridge University it is hoped that the new SAM actuator will be able to.
  3. LIQUEFACTION AND DAM FAILURES B. Mubnmthan’ and A.N.Schofield’…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR310.pdf
    17 Aug 2001: new aggregation of particles is formed which has a swelling and compression line with. ... and more. until they meet a new problem. When stiff soil becomes fissured its.
  4. Analysis of Earthquake Motions

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR312.pdf
    17 Aug 2001: inspected using power spectrum analysis and harmonic wavelet analysis. A new signal analysis technique based on harmonic wavelet analysis was used to look. ... traditional FFT method and the new wavelet method. The results of the FFT analysis.
  5. TechRep_1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf
    26 Mar 2001: Then, in the next step(frequency extraction step), the boundary conditions are changed to the actualones, described above, by using BOUNDARY, OP=NEW option. ... John Wily & Sons, New York, USA,1989. [4] Cornwell, P. J., and Bendiksen, O.
  6. Title: "Press-in Piling: The installation of instrumented steel…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/104_DFP_2001_199_208.pdf
    6 Oct 2001: 8th International Conference of the Deep Foundations Institute. New York [4] - Jamiolkowski M., Ladd C. ... J. & Chow, F. C. (1996) “New design methods for offshore piles.” Imperial College, London.
  7. 1 INTRODUCTION 1.1 Predicting pile behaviour The axial capacity ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/122_ICPMG_2002_649_654.pdf
    14 Dec 2001: Jardine R. J. & Chow F. C. 1996. New design methods for off-shore piles. ... 13th International Conf. on Soil Mechanics and Foundation Engineering, New Delhi (5):61-82.
  8. CUED/D-SoilsiTR290 title paae Numerical modelling of three-leg…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR290.pdf
    17 Aug 2001: 15. Dean, E.T.R., James, R.G., and Schofield, A.N., 1992d, “A new procedure forassessing fixity of spudcans on sand”, Report by Andrew N Schofield &Associates Limited to Noble
  9. 1 1PhD student, Cambridge University, Cambridge, UK2MEng student,…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/95_DFI_2000_299_310.pdf
    6 Oct 2001: The driving load of a press-. 8th International Conference of the Deep Foundations Institute, New York. ... Jardine R. J. & Chow F. C. (1996) New designmethods for offshore piles MTD Publication96/103, Marine Technology Directorate, London.
  10. The Role of Micro-Mechanics in Soil Mechanics

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR313.pdf
    15 Aug 2001: same. Of course, aims are different thandeliverables. We have to learn how to apply new technologies to maximum effect before we canattempt to do the key research referred to above. ... Then a consistent trend develops in whicha fractal dimension D can
  11. report1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf
    21 Mar 2001: A new concept for multipurpose deployable membrane re ector is being developedby the European Space Agency (ESA 1992; Rits 1996). ... This new concept is knownas the Collapsible Rib-Tensioned Surface (CRTS) re ector.
  12. EMPIRICAL PILE DESIGN BASED ON CONE PENETROMETER DATA: AN EXPLANATION …

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/103_DFP_2001_125_132.pdf
    6 Oct 2001: Wiley, J and Sons, New York. [13] MEYERHOF, G.G. (1976) Bearing capacity and settlement of pile foundations, Journal of the Geotechnical Engineering Division ASCE 102(3), pp.
  13. A Bench-Scale Test Seriesfor Seabed Soils A.S. FaranskiCUED / ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR304.pdf
    17 Aug 2001: The penetrometer sink wasmeasured several times within the first % hour after the application of each new loadingincrement and approximately hourly for the next several hours; drained equilibrium wasassumed to have been
  14. New Document

    www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_remediation/photos.htm
    26 Jun 2001: Principles of electrokinetic remediation. Plan view of electrode arrangement. Copper concentrations after remediation.
  15. 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.
  16. report1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR177.pdf
    21 Mar 2001: Abstract. A new concept for multi-purpose deployable membrane re ectors is being devel-oped by the European Space Agency; it is known as the Collapsible Rib-TensionedSurface (CRTS) re ector. ... 83. Chapter 1. Introduction. 1.1 CRTS Re ectors. A new
  17. Development and Use of Photometric Sensors for Contaminent Transport…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-treadaway.htm
    17 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
  18. Modelling of EmbankmentConstruction on Soft Clay in the Mk ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR303.pdf
    17 Aug 2001: Modifications and improvements to the originalmethod and the development of a completely new method are covered. ... This section describes a new technique developed by the authors, different from thatused by Evans (1994).
  19. Centrifuge and Analytical Studies of Full HeightBridge Abutment on ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR278.pdf
    17 Aug 2001: University in the 1940s and field measurements in New Jersey, he recommended a.
  20. Numerical modelling of theelectrokinetic remediation ofheavy metal…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf
    17 Aug 2001: Thereafter a new, central zone will have. developed in which no contaminant is present.

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