Presentation Information

[III-100]A Study of Undrained Shear Strength and Rate of Strength Increase in a Cohesive Soil Constitutive Model

*Ken-Ichi Kuroki1, Yoshihito Makinae1, Takashi Nakama2, Ayato Tsutsumi3, Susumu Iai4 (1. JAPAN PORT CONSULTANTS,LTD, 2. JISHIN KOGAKU KENKYUSHO,INC, 3. PENTA-OCEAN CONSTRUCTION CO,LTD, 4. General Incorporated Association FLIP Consortium)

Keywords:

FLIP,Clay,Undrained shear strength,Rate of Strength Increase