Pore pressure coefficient in frozen soils
نویسندگان
چکیده
The Skempton pore pressure coefficient, B, is defined as the variation in with unit change confining under undrained conditions. B parameter an essential to consider coupled effects of solid–fluid compressibility and skeleton a porous system. It key factor exploring possible definition effective stress frozen soil. However, limited experimental theoretical research available literature give insight problem. Therefore, series tests on clay was conducted this study. Results from these tests, along Ottawa sand, literature, are analysed considering effect ice crystallisation mode stiffness. measured values were lower than expected compared using models that single grain bulk when difference stiffness soil grains considered, even increase volume, for fluid pressure, at constant Terzaghi possible. ‘pore stiffness’, which different solid phase stiffness, can take negative value be used explain low values.
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ژورنال
عنوان ژورنال: Geotechnique
سال: 2023
ISSN: ['0016-8505', '1751-7656']
DOI: https://doi.org/10.1680/jgeot.21.00097