人工地面冻结--冻融循环期间的土壤变形

Zeina Joudieh, O. Cuisinier, Adel Abdallah, F. Masrouri
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摘要

人工地面冻结(AGF)是一种重要的处理方法,因为它能够在机械加固土壤的同时降低土壤的渗透性。然而,这种方法的实施引起了人们对其影响的担忧,特别是冻胀和随后的解冻引起的位移。这些土壤移动会导致沉降,并对地表结构的完整性构成重大威胁。覆土压力在 AGF 中起着至关重要的作用,并决定着所产生的隆起量。本文对有关土壤冻融的现有文献进行了分析。目的是了解这些过程,特别是它们在 AGF 中的应用。本文解释了土壤在冻结过程中的行为,特别强调了覆土压力的影响。本文还研究了冻土解冻和冻融循环对土壤性质的长期影响。AGF 可提高土壤强度并降低透水性,从而增强建筑工程的稳定性。然而,冻结期间的温度、土壤成分和初始地面条件之间的相互作用非常复杂。这种热-水-化学-机械过程可增强土壤强度并降低其透水性,但也会因水膨胀和冰透镜的形成而诱发冻胀。上覆土壤的覆土压力限制了冰透镜的生长。冻融循环对土壤性质有很大影响。在细粒土中,冻融循环会导致过度固结,而快速解冻则会产生较高的孔隙压力,影响稳定性。重要的是,冻融循环作为一种风化机制,会在微观和宏观尺度上影响土壤性质。这些循环会使过度固结的土壤变得疏松,使正常固结的土壤变得致密,并因结构变化而增加整体导水性。它们也会削弱土壤结构,降低其机械性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Artificial Ground Freezing—On the Soil Deformations during Freeze–Thaw Cycles
Artificial ground freezing (AGF) has emerged as a prominent treatment method due to its ability to mechanically strengthen the soil while reducing its permeability. However, its implementation has raised concerns about its impact, particularly with respect to frost heave and subsequent thaw-induced displacements. These soil movements can cause subsidence and pose a significant threat to the integrity of surface structures. Overburden pressure plays a crucial role in AGF and determines the amount of heave generated. This paper presents an analysis of the existing literature about soil freezing and thawing. The aim is to offer an understanding of these processes, specifically with regard to their application in AGF. This paper explains the behavior of soil during freezing, with particular emphasis on the influence of overburden pressure. It also investigates frozen soils’ thawing and freeze–thaw (FT) cycles’ long-term effects on soil properties. AGF offers improved soil strength and reduced water permeability, enhancing construction project stability. However, the interplay between the temperature, soil composition, and initial ground conditions during freezing is complex. This thermo-hydro-chemo-mechanical process strengthens the soil and reduces its permeability, but it can also induce frost heave due to water expansion and ice lens formation. Overburden pressure from the overlying soil limits ice lens growth. FT cycles significantly impact soil properties. In fine-grained soils, FT cycles can lead to over-consolidation, while rapid thawing can generate high pore pressures and compromise stability. Importantly, FT acts as a weathering mechanism, influencing soil properties at both the microscopic and macroscopic scales. These cycles can loosen over-consolidated soil, densify normally consolidated soil, and increase overall hydraulic conductivity due to structural changes. They can also weaken the soil’s structure and deteriorate its mechanical performance.
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