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  2. 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.
  3. 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
  4. New Document

    www-civ.eng.cam.ac.uk/geotech_new/facilities/numerical_simulation/solute_transport/photos.htm
    20 Jul 2001: Simulation of solute transport using POLLUTE software. Simulation of solute transport using POLLUTE software. Simulation of solute transport using POLLUTE software. Simulation of solute transport using POLLUTE software. Simulation of solute
  5. 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.
  6. 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
  7. 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
  8. 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).
  9. 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.
  10. 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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