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91 - 100 of 431 search results for Economics test |u:www-civ.eng.cam.ac.uk where 31 match all words and 400 match some words.
  1. Results that match 1 of 2 words

  2. Distributed Optical Fibre Strain Sensing of Geotechnical Structures

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mohamad.html
    27 Oct 2008: In the experimental work, the performances of optical cables embedded in concrete beams are studied via uniaxial loading tests. ... Separate tests were conducted to study thermal behaviour of optical cables using thermal bath and during concrete curing.
  3. Centrifugal Modelling of Slides Triggering Mechanism in Layered Fill…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-yslee.htm
    9 Nov 2005: Completely decomposed granitie (CDG), a typical soil found in Hong Kong, was used for the centrifuge tests of loose fill slopes. ... In the centrifuge tests, shear localized progressive failure is visualized by means of an image analysis developed by CUED
  4. Accelerated ageing of cement stabilised/solidified contaminated…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-chitambira.htm
    31 Mar 2004: Accelerated ageing tests using elevated temperatures were therefore conducted up to 3 months, to investigate the various physicochemical characteristics of both un-aged and aged treated soils. ... In freeze-thaw durability tests some multiple-contaminant
  5. The influence of bacteria on the mechanical properties of deep-ocean…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-kuo.html
    2 Nov 2011: Mini ball-penetrometer tests on natural cores confirm the crustal strength, and indicate a sensitivity of 3 within the crust. ... However, pipeline interface tests using the Cam-shear device demonstrate a significant variability in the measured interface
  6. Horizontal arching of earth pressures on retaining structures

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-chua.htm
    26 Jan 2006: In this research, the horizontal arching mechanism and lateral deformations of cantilever walls are investigated using centrifuge tests. ... A series of six tests was carried out at 45g and the panel widths and thicknesses around the model basement were
  7. Pile instability during earthquake liquefaction

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-bhattacharya.htm
    5 Nov 2003: The failure mode observed in the tests was similar to those observed in the field in laterally spreading soil. ... Keywords: Pile failure, Buckling instability, Liquefaction, Case histories, Centrifuge tests, Slenderness ratio, Lateral spreading.
  8. Effects of Earthquake-induced Liquefaction on Pile Foundations in…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-haigh.htm
    16 Apr 2002: Eight tests were carried out on laterally spreading slopes and a further five on slopes containing instrumented pile foundations. ... Using linearised pore pressures overestimated the measured slope displacements as dilation limits the movements measured
  9. 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: Laboratory tests were conducted on clay contaminated with inorganic pore water solutions. ... Permeability, rheology and capillary suction time tests were conducted to observe the change in physical and chemical properties of the clay with changes in
  10. Modelling of Geosynthetic Reinforced Soil Walls

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-balachandran.html
    26 Jun 2001: Since then design theories have been developed alongside an increasing database of full scale, small scale and centrifuge model tests. ... Keywords: geosynthetic, reinforcement, tension, reinforced soil wall, centrifuge model test, strip load cell,
  11. The Ageing and Creep of Dense Granular Materials

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-bowman.htm
    11 Dec 2002: During loading, tests conducted at different rates showed no influence on the strain developed. ... In unloading, the slower rate tests produced greater shear strains once the condition became extensive.

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