Performance-based Design of Energy Pile Foundations

A. F. Rotta Loria
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引用次数: 7

Abstract

Over the past twenty years, an increasing amount of research has been performed to understand the multiphysical behaviour and to address the geotechnical and structural design of so-called energy piles, i.e. deep foundations that can serve any superstructure as both structural supports and geothermal heat exchangers. The coupled application of thermal and mechanical loads to energy piles, due to their multifunctional operation, represents a challenge. Currently, knowledge about the response of energy piles subjected to thermal and mechanical loads is accessible, along with some design guidance. However, this knowledge is fragmented and no recognised performance-based design framework is available. Looking at such challenge, this paper presents a theoretical and experimental analysis of the multiphysical behaviour of energy piles, as well as a performance-based design framework for such foundations. The work highlights that thermal loads involve effects that can be neglected in the design of energy piles at ultimate limit states and can be considered relevant only at serviceability limit states. Based on this result, the performance-based design of energy piles at ultimate limit states reduces to a conventional pile design process while the design at serviceability limit states must account for a number of proposed provisions and verifications.
能源桩基础的性能化设计
在过去的二十年里,人们进行了越来越多的研究,以了解多物理行为,并解决所谓的能源桩的岩土工程和结构设计,即可以作为结构支撑和地热热交换器的任何上层建筑的深层基础。由于能源桩的多功能运行,热载荷和机械载荷的耦合应用是一个挑战。目前,关于能源桩在热载荷和机械载荷作用下的响应的知识是可以获得的,同时也有一些设计指导。然而,这些知识是碎片化的,没有公认的基于性能的设计框架。面对这样的挑战,本文提出了能源桩多物理行为的理论和实验分析,以及基于性能的此类基础设计框架。这项工作强调了热负荷所涉及的影响在能量桩的极限状态设计中可以被忽略,并且只有在使用极限状态下才能被认为是相关的。基于这一结果,能源桩在极限状态下的基于性能的设计简化为传统的桩设计过程,而在使用极限状态下的设计必须考虑到一些提出的规定和验证。
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