STUDY ON THE ONE-DIMENSIONAL CONSOLIDATION AND THE SHEAR STRENGTH CHARACTERS OF FULLY-SATURATED CLAY, IN TERMS OF EFFECTIVE STRESS
نویسندگان
چکیده
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ژورنال
عنوان ژورنال: Transactions of the Japan Society of Civil Engineers
سال: 1965
ISSN: 1884-4944,0047-1798
DOI: 10.2208/jscej1949.1965.11