Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering)
Online ISSN : 2185-6516
ISSN-L : 2185-6516
Paper (In Japanese)
A DETAILED STUDY FOR THE HYBRID APPLICATION OF DEEP MIXING COLUMNS COMBINED WITH WALLS BASED ON THREE DIMENSIONAL FEM ANALYSIS
Shoichi TSUKUNI
Author information
JOURNAL FREE ACCESS

2014 Volume 70 Issue 3 Pages 313-327

Details
Abstract

 The hybrid application of deep mixing Columns with walls featuring a new three-dimensional improvement form, based on the combined use of wall-type and pile-type improvements, was developed for application in foundations of high embankments on soft, viscous ground. Compared to conventional methods, this method is advantageous in that it is highly effective in controlling changes in the ground surrounding embankments. To reflect the effects of three-dimensional improvement forms on design, a detailed study using three-dimensional FEM analysis, not generally used for ground improvement design, is conducted. This study reveals that the maximum benefits in control of change can be achieved by locating a wall-type improvement at the top of an embankment slope via three-dimensional FEM analysis using the MuDIAN analysis code. This method is therefore more economical than conventional pile-type improvement. Proof is also given of the ability to use the method for detailed study through simulation of trial works on the Kumamoto Udo Road designed using FEM analysis.

Content from these authors
© 2014 by Japan Society of Civil Engineers
Previous article
feedback
Top