Abstract：
The squeezed branch pile is a newly invented pile foundation in recent years. Compared with the equal-diameter pile, it is much better with higher bearing capacity and less settlement and thus it has good economic and social benefits. Based on the previous research and DIC-related technique, this paper makes a correlation analysis on the series of digital images in every phase and presents the displacement field of soil around the squeezed branch pile and the failure pattern of pile.
WANG Cheng-wu,GONG Cheng-zhong. EXPERIMENTAL RESEARCH ON THE DISPLACEMENT FIELD OF SQUEEZED BRANCH PILE[J]. Architecture Technology, 2015, 46(6): 511-514.
