NUMERICAL ANALYSES ON CONSOLIDATION OF CLAYEY GROUND IMPROVED BY VERTICAL DRAIN SYSTEM BASED ON 3-D ELASTO-VISCOUS MODEL

SOILS AND FOUNDATIONS

YASUSHI SASAKI¹  TAKEO MORIWAKI³  WONJIN BAEK² 

[1] Japan Institute of Construction Engineering;Department of Civil and Environmental Engineering, Yamaguchi University;Department of Civil and Environmental Engineering, Kure College of Technology

关键词: elasto-viscous model;    radial displacement;    secondary consolidation;    stress relaxation;    three-dimensional consolidation;    vertical drain;    (IGC: D5/E2/E14);   

DOI  :  10.3208/sandf.46.159

学科分类：建筑学

来源: Japanese Geotechnical Society / Jiban Kogakkai

【 摘 要 】

References(15)This paper addresses a proposal on the three-dimensional elasto-viscous consolidation theory and discusses on its applicability. In order to predict the three-dimensional consolidation behavior of clayey ground improved by vertical drain system, one-dimensional consolidation theory based on an elasto-viscous liquid model proposed by Yoshikuni et al. (1994), which can express secondary consolidation without considering any distinction between normally consolidated and overconsolidated regions, is extended to three-dimensional condition. This theory is applied to the consolidation of a hollow cylindrical body that models a clayey ground improved by a vertical drain system. Then, a rigorous solution of elastic consolidation theory, a FEM solution based on elasto-plastic theory and a FDM solution using three-dimensional elasto-viscous theory are compared with the test results obtained using the three-dimensional consolidation test apparatus developed by the authors (Baek and Moriwaki, 2004). Based on the results of analyses, it is evident that the three-dimensional consolidation theory proposed by authors could simulate the consolidation behavior of clayey ground improved by vertical drains, such as the secondary consolidation and the radial displacement during the three-dimensional consolidation process.

【 授权许可】

Unknown