Non-mechanical behaviors of soft clay in two-dimensional electro-osmotic consolidation

来源 :Journal of Rock Mechanics and Geotechnical Engineering | 被引量 : 1次 | 上传用户:e5134
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To investigate the soil behaviors in a direct current field on both spatial and temporal scales, a 1: 5 scale model test was conducted in laboratory to simulate the two-dimensional (2D) electro-osmotic consolidation of soft clay foundation. Volume of d
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<正>PhD, Emeritus Professor, Imperial College, UKPast-President, International Society for Rock Mechanics (ISRM)Tel: +44-1707-322819E-mail: john.a.hudson@gmail.
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