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  2. Long-term behaviour of twin tunnels in London clay

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-laver.html
    2 Nov 2011: A new method is formulated to predict long-term horizontal and vertical surface displacements after excavation of a single tunnel, and incorporates an improved measure of relative soil-lining permeability.

  3. Impact of Monsoon Rainfall on Soil Erosion

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-pal.html
    12 Dec 2007: Emphasis has been placed on rainfall erosivity – the climatological factor of RUSLE2 which was determined using a 50-year rainfall data introducing a new methodology and assumptions for disaggregating daily to

  4. Fundamental Study of Compensation Grouting

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-au.htm
    16 Feb 2010: Based on the research findings, new design criteria are proposed to improve the effectiveness of compensation grouting.

  5. Effects of Piles on Tunnels

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-chung.html
    23 Jun 2008: This leads to the obvious conflict between existing tunnels and new piled foundations. ... Since interaction between tunnels and piles is complex, design assumptions for new piles close to existing tunnels are often conservative.

  6. Tunnelling in sands and the response of buildings

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst_farrell.html
    10 Jan 2011: Based on these observations a new empirical approach for quantifying the soil structure interaction is proposed. ... Trends in the vertical and horizontal displacement profiles are identified and a new method for predicting the settlement profile in sands

  7. Numerical Investigations of Fracture Prevention in Wellbores

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-uchida.html
    17 Oct 2008: In order to prevent such drilling fluid penetration, a new technique called wellbore lining that works by coating a wellbore with polymers is proposed by Schlumberger Ltd.

  8. 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

  9. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/rpabs.html
    14 Sep 2004: A new construction technique is developed which allows this task to be done in a more efficient and easy manner so that the mechanism can be specifically tailored for a particular

  10. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/hicksabs.htm
    10 Nov 2003: correlation with the new experimental results as well as data from 90 push tests conducted elsewhere. ... Therefore, five new expressions based on concrete plasticity theory, have been developed for this form of failure.

  11. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/19prakhya.pdf
    12 Jul 2007: thast are requiredduring the construction of ‘new build’, Therefore the design of such foundations can be done by using plasticity theory and optimum reinforcement can be provided. ... and Peck, R.B., Soil Mechanics in Engineering Practice, 2nd ed.,

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