Effects of pile configuration on the group behavior of semi-floating energy piles

岩土工程 能量(信号处理) 流离失所(心理学) 结构工程 桩帽 群(周期表) 动载试验 材料科学 工程类 物理 心理学 量子力学 心理治疗师
作者
Gangqiang Kong,Honglin Chang,Di Wu,Huaifeng Peng,Yifeng Shen,Hossam Abuel-Naga
出处
期刊:Journal of building engineering [Elsevier BV]
卷期号:77: 107487-107487 被引量:1
标识
DOI:10.1016/j.jobe.2023.107487
摘要

To investigate the effects of pile configuration on the group effects of semi-floating energy piles, a series of laboratory tests were performed. The tests include three distinct pile configurations, namely, a single energy pile, a 2 × 2 energy pile group, and a 3 × 3 energy pile group. Different operation modes of energy pile groups, including all energy piles being cooled and partial energy piles being cooled, were considered. The monitoring and analysis of temperature changes in energy piles and surrounding soil, axial load variation, and displacement of energy piles and non-thermally activated piles were performed. The interactions among energy piles, non-thermally activated piles, raft, and surrounding soil within semi-floating pile groups with varying numbers of energy piles and operation modes were discussed. The findings reveal that the group effects of energy piles can be attributed to two aspects, namely pile-soil interactions and pile-raft-pile interactions. Both of these interactions contribute to reduced thermally induced axial loads and increased thermally induced displacements of energy pile groups. Under similar thermal loading, the 3 × 3 energy pile group exhibits a 19% increase in displacement and a 64% decrease in maximum thermally induced axial load compared to a single energy pile. Furthermore, the group effects of an energy pile group were affected by the pile configuration and are more pronounced with an increase in the number of energy piles within a pile group. The findings presented in this paper contribute to a more precise assessment of the thermo-mechanical response exhibited by such pile foundations.
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