人工冻结条件下覆盖层压力对粉砂在冻融循环中的热-水-力学行为的影响

IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Zeina Joudieh , Olivier Cuisinier , Adel Abdallah , Farimah Masrouri
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引用次数: 0

摘要

地下开挖通常涉及软的、风化的土壤和岩石地层,它们的机械性能不稳定,因此需要有效的稳定方法。人工地面冻结(AGF)已经成为一种可行的选择,可以提高机械强度,降低渗透性。然而,诸如冻胀和融化引起的位移等挑战,特别是在城市环境中,仍然是关键问题。覆盖层压力对土壤冻结和变形的影响是复杂的、高度耦合的,而且还没有完全被理解。在这种情况下,使用一种独特的改良温控温度计,在10至4000 kPa的大范围垂直应力下,对粉质砂土进行了冻融(FT)试验。结果表明,施加应力与产生的冻胀之间存在很强的负相关关系。较高的应力延迟了冻结的开始,改变了相变,并降低了隆起率。该研究还强调了通常固结的细粒土壤的致密化以及在FT循环结束时净体积的减少。在低应力下,在一个FT循环后重新加载解冻的土壤,会使土壤变得更软,更容易受到显著沉降的影响,突出了FT循环的有害影响。相比之下,在高应力下的FT循环后,解冻后加载导致初始压缩曲线的斜率发生明显变化,反映出刚度的显著增加,类似于超固结效应。这表明在高施加应力下FT循环后土壤结构发生了根本性变化,降低了其压缩性。这些发现强调了温度、外加应力和土壤对FT循环的反应之间复杂的相互作用。这些相互作用是理解有覆盖层压力的城市环境中霜胀和融化沉降的关键。该研究为工程师更好地预测地面变形和优化各种地质环境下的AGF设计提供了见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Impact of overburden pressure on the thermo-hydro-mechanical behavior of silty sand during a freeze-thaw cycle in the context of Artificial Ground Freezing
Underground excavations often involve soft, weathered soils and rocky formations that are mechanically unstable, necessitating effective stabilization methods. Artificial ground freezing (AGF) has emerged as a viable option, offering enhanced mechanical strength and reduced permeability. However, challenges such as frost heave and thaw-induced displacements, especially in urban settings, remain critical concerns. The influence of overburden pressure on soil freezing and deformations is complex, highly coupled, and not fully understood.
In this context, freeze-thaw (FT) tests were conducted on silty sandy soil under a wide range of applied vertical stress, varying from 10 to 4000 kPa, using a unique, modified temperature-controlled oedometer. Results reveal a strong inverse correlation between applied stress and generated frost heave. Higher stresses delay the onset of freezing, alter phase change, and reduce heave rates. The study also highlights the densification of the normally consolidated fine-grained soil and the net volume reduction by the end of the FT cycle. Reloading the thawed soil after an FT cycle under low stresses renders the soil softer and more susceptible to significant settlements, highlighting the detrimental impact of the FT cycle. In contrast, post-thaw loading after an FT cycle under high stresses results in a marked shift in the slope of the initial compression curve, reflecting a significant increase in stiffness, similar to an overconsolidation effect. This indicates a fundamental change in the soil structure that reduces its compressibility after the FT cycle under high applied stress. The findings highlight the complex interactions between temperature, applied stress, and soil response to the FT cycle. These interactions are key to understanding frost heave and thaw settlements in urban environments with overburden pressure. The study offers insights to help engineers better predict ground deformations and optimize AGF design in various geological contexts.
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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