Design tools for thermoactive geotechnical systems

P. Bourne-Webb, Jean-Michel Pereira, G. A. Bowers, T. Mimouni, F. Loveridge, S. Burlon, C. Olgun, J. McCartney, M. Sutman
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引用次数: 11

Abstract

Abstract This paper presents a review of current design tools used for thermoactive geotechnical systems, along with validation efforts. The capabilities of available analytical methods used for the thermal and thermomechanical design of these systems are evaluated and shortcomings of the existing methods are identified. Although the analytical methods permit accurate prediction of the thermal stress and strain response of thermoactive piles from readily available soil and concrete properties, current shortcomings consist of the ability of the methods to simulate cyclic heating and cooling effects, transient pore water pressure generation and dissipation, and the effects of radial stress changes. Recommendations are provided on how to properly address the current design requirements and the efforts to overcome shortcomings with the development of constitutive relationships from further full scale and laboratory scale experimental studies on thermoactive piles. Furthermore, the need for the development of both simplified analytical tools and advanced finite element models is emphasized. In addition, the existing analytical tools should be validated using field data from recently available case studies of thermoactive piles in varying soil deposits. An urgent need for an extensive design guide for energy geostructures was identified. The guidelines should be targeted towards practitioners and include field observations and measurements, as well as laboratory and numerical studies.
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热工岩土系统的设计工具
摘要:本文介绍了目前用于热工岩土系统的设计工具的回顾,以及验证工作。评估了用于这些系统的热学和热力学设计的可用分析方法的能力,并确定了现有方法的缺点。虽然分析方法可以根据现成的土壤和混凝土特性准确预测热敏桩的热应力和应变响应,但目前的缺点包括不能模拟循环加热和冷却效应、瞬态孔隙水压力的产生和消散以及径向应力变化的影响。从进一步的全尺寸和实验室规模的热敏桩实验研究中,就如何正确解决当前的设计要求和努力克服本构关系发展的缺点提供了建议。此外,还强调了开发简化分析工具和先进有限元模型的必要性。此外,现有的分析工具应该使用最近在不同土壤沉积物中获得的热桩案例研究的现场数据进行验证。迫切需要一份广泛的能源土工结构设计指南。准则应以从业人员为对象,并包括实地观察和测量,以及实验室和数值研究。
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Editorial Note – Issue 3 (2018) Measured end resistance of CFA and drilled displacement piles in San Francisco Area alluvial clay DFI Journal Underwriters A sensitivity analysis on the parameters affecting large diameter helical pile installation torque, depth and installation power for offshore applications The deep soil mixing for the Galataport project in Istanbul, Turkey
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