Abstract
One of the few cases examined in clay by the authors in the previous study showed that the pile installation made the density increase, the stiffness decreases and the gap occurrence in the ground surrounding the pile (Kuze et al., 2016). In this study, the horizontal loading test of a full-scale pile was conducted using the ratio (Dw/Dp) of wing diameter (Dw) and pile shaft diameter (Dp) as a parameter. As a result, it was confirmed that the kh of a pile with wings decreases as Dw/Dp increases.
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References
Kuze, N., Suemasa, N., Inoue, N., and Futaki, M. (2016). Property Changes of Soil Around a Rotary Press-in Pile with Wings and Lateral Loading Behavior of the Pile. Journal of Structual and Construction Engineering (Transactions of AIJ), Vol. 81. No. 727, pp. 1455-1465. (in Japanese)
Kuze, N., Suemasa, N., and Futaki, M. (2019). Influence of Wings Shape on Lateral Loading Behavior of a Rotary Press-in Pile with Wings. Journal of Structual and Construction Engineering (Transactions of AIJ), Vol. 84. No. 758, pp. 531-539. (in Japanese)
The Japanese Geotechnical Society (2010). Horizontal loading test method of the pile and the same commentary.
Yagi, N., Yatabe, R., Nikami, O., Mukaitani, M., Yano, K., Matsumoto, Y. (1994) Consolidation Characteristics of Remolding Clay. The 29th Workshop on Soil Engineering,p.307-308, (in Japanese).
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Kuze, N., Suemasa, N., Futaki, M. (2020). A study on behavior of a rotary press-in pile with wings horizontally loaded. In: Duc Long, P., Dung, N. (eds) Geotechnics for Sustainable Infrastructure Development. Lecture Notes in Civil Engineering, vol 62. Springer, Singapore. https://doi.org/10.1007/978-981-15-2184-3_19
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DOI: https://doi.org/10.1007/978-981-15-2184-3_19
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