Version 1
: Received: 29 June 2023 / Approved: 30 June 2023 / Online: 3 July 2023 (13:47:13 CEST)
How to cite:
Sun, Y.; Li, B.; Wang, Y.; Li, S.; Jing, L.; Qi, W. Quasi-Static Experimental Study on Soil-Structure Interaction of Reinforced Concrete Piles With High Nominal Axial Compression Ratio in Silty Clay. Preprints2023, 2023070104. https://doi.org/10.20944/preprints202307.0104.v1
Sun, Y.; Li, B.; Wang, Y.; Li, S.; Jing, L.; Qi, W. Quasi-Static Experimental Study on Soil-Structure Interaction of Reinforced Concrete Piles With High Nominal Axial Compression Ratio in Silty Clay. Preprints 2023, 2023070104. https://doi.org/10.20944/preprints202307.0104.v1
Sun, Y.; Li, B.; Wang, Y.; Li, S.; Jing, L.; Qi, W. Quasi-Static Experimental Study on Soil-Structure Interaction of Reinforced Concrete Piles With High Nominal Axial Compression Ratio in Silty Clay. Preprints2023, 2023070104. https://doi.org/10.20944/preprints202307.0104.v1
APA Style
Sun, Y., Li, B., Wang, Y., Li, S., Jing, L., & Qi, W. (2023). Quasi-Static Experimental Study on Soil-Structure Interaction of Reinforced Concrete Piles With High Nominal Axial Compression Ratio in Silty Clay. Preprints. https://doi.org/10.20944/preprints202307.0104.v1
Chicago/Turabian Style
Sun, Y., Liping Jing and Wenhao Qi. 2023 "Quasi-Static Experimental Study on Soil-Structure Interaction of Reinforced Concrete Piles With High Nominal Axial Compression Ratio in Silty Clay" Preprints. https://doi.org/10.20944/preprints202307.0104.v1
Abstract
To improve the understanding of soil–pile interaction of laterally loaded piles, the quasi-static test of pile group foundation in silty clay with 5 foundation piles arranged in cross shape is carried out. The direct measurement-based p–y curves at different depths showed nonlinear behavior, in which the initial stiffness and ultimate soil reaction increased as the depth increased. The loading displacement amplitude corresponding to the failure of each foundation pile in the high axial compression reinforced concrete pile group foundation is given as follows: the front-end nappe foundation pile (#3 pile) is 6mm, the middle pile is 16mm, the front-end nappe foundation pile is 20mm, and the loading displacement amplitude of side pile is 24mm. In silty clay, due to the existence of pile group effect, the edge effect has little effect on the horizontal foundation bed coefficient of foundation pile in pile group, while the influence of masking effect on the horizontal foundation bed coefficient of each foundation pile in pile group is not related to the position of pile, but only to the existence of masking effect, and the influence of different columns of masking effect on the horizontal foundation bed coefficient is the same.
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
