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  1. Hydro-mechanical Coupled Creep Behaviour of Boom Clay

    Numerical Investigations and 30 Years In Situ Measurements

    By Weizhong Chen, X.L. Li, H.D. Yu

    Creep behaviour, especially for underground radioactive waste disposal facilities, whose storage period far exceed the service time of most of the civil engineering underground facilities, is very significant. Boom Clay, an argillaceous rock chosen as a reasonable geological barrier in Belgium is...

    To Be Published November 30th 2013 by CRC Press

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