Reassessment of natural expansive materials and their impact on freeze-thaw cycles in geotechnical engineering: a review

IF 2.2 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Felix Oppong, O. Kolawole
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Abstract

The stabilization and application of expansive geomaterials are critical in geotechnical engineering. These naturally expansive materials exhibit complex hydro-chemo-mechanical properties because they undergo volumetric changes in response to variations in moisture content and/or temperature. The characteristic shrink-swell behavior of these materials makes their use problematic and plays a substantial role in influencing the stability of geo-infrastructure applications. However, there is a lack of comprehensive knowledge of the mechanisms and factors impacting their behavior to ensure mechanical integrity in natural and built infrastructure and geo-engineering projects. This work provides a comprehensive review of the intrinsic and extrinsic factors contributing to the shrink-swell behavior and expansion mechanisms of frost-heaving and natural-expansive geomaterials, such as expansive clays and sulfate minerals. We reviewed and synthesized peer-reviewed published works in various databases and academic repositories in the last 100 years. The influence of shrink-swell behavior of these geomaterials and the critical role they play in engineering infrastructure were highlighted, explicitly focusing on their involvement in geotechnical-related hazards, such as the freeze-thaw cycle, and the damage and sulfate-attack of geo-infrastructure. We analyzed the interactions between clay minerals, especially how bentonite enhances grout stability and acts as a buffer material in high-level nuclear waste repositories. The findings indicate that water interaction with geomaterials and concrete can cause about a 10% volume expansion when frozen. Also, the exposure of fractured rocks to low (≤0°C) and high (>0°C) temperatures can greatly change rock deformation and strength. Finally, gypsum interacting with water can theoretically increase in volume by 62% to form ice crystals. This forward-leading review presents the advantages, disadvantages, and unresolved issues of expansive natural geotechnical materials that improve the resiliency and sustainability of geological infrastructure.
重新评估天然膨胀材料及其对岩土工程冻融循环的影响:综述
膨胀性土工材料的稳定和应用在岩土工程中至关重要。这些天然膨胀材料具有复杂的水化学-机械特性,因为它们会随着含水量和/或温度的变化而发生体积变化。这些材料特有的收缩膨胀行为使其使用成为问题,并对土工基础设施应用的稳定性产生重大影响。然而,人们对影响这些材料行为的机制和因素缺乏全面的了解,因此无法确保自然和人造基础设施以及地质工程项目的机械完整性。本研究全面回顾了造成冻胀和天然膨胀性土工材料(如膨胀性粘土和硫酸盐矿物)收缩膨胀行为和膨胀机制的内在和外在因素。我们对近 100 年来在各种数据库和学术资料库中经同行评审发表的作品进行了审查和综合。我们强调了这些土工材料收缩膨胀行为的影响以及它们在工程基础设施中发挥的关键作用,并明确侧重于它们在岩土工程相关危害中的参与,如冻融循环以及土工基础设施的损坏和硫酸盐侵蚀。我们分析了粘土矿物之间的相互作用,特别是膨润土如何增强灌浆稳定性,以及如何在高放射性核废料储存库中充当缓冲材料。研究结果表明,水与土工材料和混凝土之间的相互作用在冻结时会导致约 10%的体积膨胀。此外,断裂岩石暴露在低温(≤0°C)和高温(>0°C)下,会极大地改变岩石的变形和强度。最后,理论上,石膏与水作用后体积可增加 62%,从而形成冰晶。这篇前瞻性综述介绍了膨胀性天然岩土材料的优缺点和尚未解决的问题,这些材料可提高地质基础设施的弹性和可持续性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Frontiers in Built Environment
Frontiers in Built Environment Social Sciences-Urban Studies
CiteScore
4.80
自引率
6.70%
发文量
266
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