TY - JOUR
T1 - Influence of pulling out existing piles on the surrounding ground
AU - Inazumi, Shinya
AU - Namikawa, Tsutomu
AU - Kuwahara, Shuichi
AU - Hamaguchi, Shin Ichi
N1 - Publisher Copyright:
© Int. J. of GEOMATE. All rights reserved.
PY - 2017
Y1 - 2017
N2 - Teardowns of social infrastructure, including civil structures, have been increasing in number in recent years because these structures have aged and their utilization has decreased along with the decrease in population. The number pile foundations being pulled out is now far greater than that being newly installed. However, after a pile foundation is pulled out, the mechanical characteristics of the surrounding ground may be affected by the existence of the resulting hole formed by pulling out. There are no regulations yet on injecting fillers into pull-out holes, and the influence of filler strength on the surrounding ground is yet to be elucidated. This study considers the influence of a pull-out hole on the static and dynamic characteristics of the surrounding ground using two-dimensional dynamic finite-element analysis. The special qualities required by fillers injected into such holes are also clarified.
AB - Teardowns of social infrastructure, including civil structures, have been increasing in number in recent years because these structures have aged and their utilization has decreased along with the decrease in population. The number pile foundations being pulled out is now far greater than that being newly installed. However, after a pile foundation is pulled out, the mechanical characteristics of the surrounding ground may be affected by the existence of the resulting hole formed by pulling out. There are no regulations yet on injecting fillers into pull-out holes, and the influence of filler strength on the surrounding ground is yet to be elucidated. This study considers the influence of a pull-out hole on the static and dynamic characteristics of the surrounding ground using two-dimensional dynamic finite-element analysis. The special qualities required by fillers injected into such holes are also clarified.
KW - Existing pile
KW - Pull-out hole
KW - Surrounding ground
KW - Two-dimensional dynamic finite-element analysis
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U2 - 10.21660/2017.35.6544
DO - 10.21660/2017.35.6544
M3 - Article
AN - SCOPUS:85018352816
SN - 2186-2982
VL - 13
SP - 16
EP - 21
JO - International Journal of GEOMATE
JF - International Journal of GEOMATE
IS - 35
ER -