砂質土③

[13-6-3-02] Formulation of the effects of compaction degree, saturation degree and confining pressure on small strain stiffness of unsaturated compacted sandy soil

*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:Compaction, Confining pressure, Equivalent Young's modulus