Dilatancy Relation for Overconsolidated Clay
نویسندگان
چکیده
منابع مشابه
Evolution of Dilatancy Angle during Shearing of Kaolin Clay with Different Microfabrics
The mechanical response of clay mass can be significantly affected by the distribution and arrangement of the particles and the interaction between them. A series of compression and extension tests under drained and undrained conditions were performed on normally consolidated and heavily over-consolidated clay specimens with different microfabric. The experimental data indicates strong influenc...
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ژورنال
عنوان ژورنال: International Journal of Geomechanics
سال: 2017
ISSN: 1532-3641,1943-5622
DOI: 10.1061/(asce)gm.1943-5622.0000793