Energy pile group subjected to non-symmetrical cyclic thermal loading in centrifuge

Author:

Ng C. W. W.1,Ma Q. J.2

Affiliation:

1. Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.

2. School of Civil Engineering, Shandong University, Jinan, China. (Formerly Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.)

Abstract

Floating energy pile groups subjected to thermal cycles have rarely been tested, resulting in a limited understanding of their performance at the serviceability state. Centrifuge modelling of an elevated 2 × 2 floating energy pile group with a rigid cap was conducted in saturated Toyoura sand. Under a constant vertical working load, only one of the piles within the group was applied ten two-way thermal cycles with an amplitude of 7°C. The results show that the energy pile group experienced a ratcheting accumulation of irreversible tilting at a reducing rate with continued cycles. The axial load sustained by the non-energy piles was observed to increase by about 30%.

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference12 articles.

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5. Johansen, O. (1975). Thermal conductivity of soils. PhD thesis, University of Trondheim, Trondheim, Norway. (CRREL Draft English Translation 637, 1977.)

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