不飽和土（強度・変形）

[21-4-2-02] Effects of the degree of compaction and the degree of saturation on the small strain deformation characteristics of various soil types

*TOMITA YUICHI¹, Junichi Koseki², Fumio Tatsuoka³ (1. TOKYU CONSTRUCTION CO., LTD., 2. The University of Tokyo, 3. Emeritus Professor, The University of Tokyo and Tokyo University of Science)

Keywords:Fill, Compaction, Initial Young's modulus