Experimental study on the shear mechanical behavior of ice-rich debris–rock interface: effects of temperature, stress and ice content

IF 3 3区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Da Huang, Qiu-jie Meng, Yi-xiang Song, Dongming Gu, Duo-feng Cen, Zhu Zhong
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Abstract

Glacier collapses can occur due to shear failure at the ice-rich debris-rock interface (IDRI). In order to examine the shear behavior of IDRI, shear tests were conducted on artificial IDRI specimens with varying ice contents (40%, 65%, and 90%), normal stresses (150, 250, 350, 450, and 550 kPa), and temperatures (-1, -3, -5, -7, -9 °C). Our findings reveal that temperature has the most significant impact on both peak and residual shear strength, followed by normal stress and ice content. As the temperature increases from -9 to -1 °C, the peak and residual shear stress decrease by 62.5% to 78%. Notably, for IDRI with the lowest ice content (40%), the residual shear stress is highly influenced by normal stress. We have developed an improved Mohr-Coulomb strength criterion of IDRI, in which the cohesion and internal friction angle are determined by ice content and temperature. Furthermore, we propose a novel constitutive model, based on the disturbed state concept, to describe the shear behavior of IDRI. This model combines a spring model and a hyperbolic model. We also discuss the mechanisms through which ice content and temperature influence the shear deformation modes and shear strength of IDRI.
富冰碎石-岩石界面剪切力学行为实验研究:温度、应力和含冰量的影响
冰川崩塌可能是由于富冰碎屑-岩石界面(IDRI)的剪切破坏造成的。为了研究 IDRI 的剪切行为,我们对不同含冰量(40%、65% 和 90%)、不同法向应力(150、250、350、450 和 550 kPa)和不同温度(-1、-3、-5、-7、-9 °C)的人工 IDRI 试样进行了剪切试验。我们的研究结果表明,温度对峰值剪切强度和残余剪切强度的影响最大,其次是法向应力和含冰量。随着温度从-9 ℃升至-1 ℃,峰值和残余剪切应力下降了 62.5% 至 78%。值得注意的是,对于含冰量最低(40%)的 IDRI,残余剪切应力受法向应力的影响很大。我们开发了一种改进的 IDRI 莫尔-库仑强度准则,其中内聚力和内摩擦角由冰含量和温度决定。此外,我们还提出了一种基于扰动状态概念的新型构成模型,用于描述 IDRI 的剪切行为。该模型结合了弹簧模型和双曲线模型。我们还讨论了冰含量和温度对 IDRI 的剪切变形模式和剪切强度的影响机制。
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来源期刊
Canadian Geotechnical Journal
Canadian Geotechnical Journal 地学-地球科学综合
CiteScore
7.20
自引率
5.60%
发文量
163
审稿时长
7.5 months
期刊介绍: The Canadian Geotechnical Journal features articles, notes, reviews, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling. Contributions that have practical relevance are preferred, including case records. Purely theoretical contributions are not generally published unless they are on a topic of special interest (like unsaturated soil mechanics or cold regions geotechnics) or they have direct practical value.
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