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- W4225991036 abstract "Abstract In order to further reveal the pile-soil interaction mechanism during precast pile driving in saturated soft soil in coastal areas, the compaction effect and excess pore pressure response of a single pile and adjacent pile penetration under hammer driven pile construction are analyzed by using the cavity expansion and model test method. The results show that pile driving in saturated soil layer will cause large soil compaction and accumulation of excess pore water pressure. Under the model test conditions, the variation range of soil pressure and excess pore pressure is about 0.7–3.0 times and 0.5–1.5 times of soil mass weight stress. As the driving of adjacent pile, soil pressure at the constructed pile-soil interface increases gradually and fluctuates at the same time, and multi peak phenomenon appears under the influence of different soil layers. At the initial stage of driving, the pile driving force is mainly borne by the pile side friction, and the pile tip resistance will actions as the increase of penetration depth, and the relationship between them is basically linear. These results have certain guiding and reference value for the construction of precast pile driving in saturated soft soil in coastal areas." @default.
- W4225991036 created "2022-05-05" @default.
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- W4225991036 date "2022-01-01" @default.
- W4225991036 modified "2023-09-26" @default.
- W4225991036 title "Analysis of Pile-Soil Interaction of Precast Pile Driven in Coastal Strata" @default.
- W4225991036 cites W2047662657 @default.
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- W4225991036 doi "https://doi.org/10.1007/978-981-19-1260-3_43" @default.
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