Theoretical Analysis of Pressure-Dependent K 0 for Normally Consolidated Clays Using Critical State Soil Models
نویسندگان
چکیده
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ژورنال
عنوان ژورنال: International Journal of Geomechanics
سال: 2018
ISSN: 1532-3641,1943-5622
DOI: 10.1061/(asce)gm.1943-5622.0001075