Abstract
During the operation of energy pile-based ground source heat pump systems, the energy piles may experience non-symmetrical temperature changes, resulting in inclination of pile group. This can affect its serviceability unfavourably. By conducting centrifuge tests, the inclination of 2×2 energy pile groups in sand induced by non-symmetrical cyclic thermal loading is quantified. During each test, 15 two-way thermal cycles with an amplitude of 10 ◦C are applied while maintaining a constant vertical load. A total of 10 tests are carried out to evaluate the effects of the distribution of energy piles within the group, magnitude of vertical load and raft-soil interaction on the inclination of pile groups. The results show that the inclination of pile group accumulates with thermal cycles at a reducing rate. Under normal vertical load (FoS = 2.0), the accumulated inclination is about 1.8%0, less than 2.5%0 as specified by the China design code. The redistribution of axial load occurs with the maximum increase of about 40% of the initial value. As the vertical load increases, the accumulated inclination can exceed 2.5%0. The inclination of pile group induced by non-symmetrical cyclic thermal loading should be well considered at the design stage.
| Translated title of the contribution | Centrifuge modelling of inclination of 2×2 energy pile groups subjected to non-symmetrical cyclic thermal loading |
|---|---|
| Original language | Chinese (Simplified) |
| Pages (from-to) | 2158-2168 |
| Number of pages | 11 |
| Journal | Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering |
| Volume | 46 |
| Issue number | 10 |
| DOIs | |
| Publication status | Published - Oct 2024 |
Keywords
- centrifuge modelling
- cyclic thermal loading
- energy pile group
- inclination of pile group
ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology