Anwen Shi , Yufeng Wang , Qiangong Cheng , Qiwen Lin , Zhiyi Feng , Ke He , Fujun Niu , Zhang Song
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The cracked gravels demonstrate that the overriding avalanche mass exited high-energy shearing on the avalanche–substrate interface, where the stress in substrate far exceeded the overburden from the avalanche mass during the avalanche–substrate interaction. Along with high-energy shearing, two different interaction modes with the change of substrate materials are identified, i.e., the Kelvin–Helmholtz instability (KHI) characterized by undulose-to-flame structure transitions, and the Raleigh–Taylor instability (RTI) characterized by the formation of clastic dikes. The KHI is interpreted as a result of the growth of shear instabilities induced by high-energy shearing along the avalanche–substrate interface. The RTI is associated with local liquefaction of the water-bearing sandy substrate and was mainly induced by the high-frequency ground vibrations generated by high-energy shearing. Therefore, we propose that the overriding avalanche mass exited high-energy shearing on the substrate during the avalanche–substrate interaction, which motivated two predominant physical processes of the KHI and RTI along the avalanche–substrate interface. The shear-induced KHI is a potential mechanism of erosion and entrainment in rock avalanches and is responsible for promoting the incorporation of substrate materials into moving avalanche mass. These results not only yield profound insights into the interaction behaviours between rock avalanches and substrates but also provide a fundamental geological prototype to motivate further modelling work to elucidate rock avalanche dynamics.</p></div>","PeriodicalId":11567,"journal":{"name":"Engineering Geology","volume":"341 ","pages":"Article 107710"},"PeriodicalIF":6.9000,"publicationDate":"2024-09-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Observations of avalanche–substrate interactions in the Iymek rock avalanche deposit: A possible causative mechanism\",\"authors\":\"Anwen Shi , Yufeng Wang , Qiangong Cheng , Qiwen Lin , Zhiyi Feng , Ke He , Fujun Niu , Zhang Song\",\"doi\":\"10.1016/j.enggeo.2024.107710\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Ubiquitous and complex avalanche–substrate interactions during rock avalanche emplacement have attracted widespread attention in recent years and are regarded as vital processes influencing mobility and damage potential through rapid changes in avalanche mechanical properties. 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The shear-induced KHI is a potential mechanism of erosion and entrainment in rock avalanches and is responsible for promoting the incorporation of substrate materials into moving avalanche mass. 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引用次数: 0
摘要
近年来,岩石雪崩堆积过程中雪崩与基底之间无处不在的复杂相互作用引起了广泛关注,并被认为是通过雪崩机械特性的快速变化影响流动性和破坏潜力的重要过程。然而,雪崩质量与基体的基本相互作用机制以及由此对流动性产生的影响尚未在自然事件中得到阐明。为了更好地理解雪崩与基质相互作用的力学机制,我们对巨大的伊梅克岩崩矿床底部壮观的合成沉积变形结构进行了详细研究,包括波状结构、火焰结构、混合纹理、碎屑堤和裂缝砾石。开裂的砾石表明,在雪崩与基底的相互作用过程中,雪崩岩块在雪崩与基底的界面上产生了高能剪切,基底的应力远远超过了雪崩岩块的覆盖层。除了高能剪切之外,还发现了两种不同的相互作用模式与基底材料的变化,即开尔文-赫尔姆霍兹不稳定性(KHI)和罗利-泰勒不稳定性(RTI),开尔文-赫尔姆霍兹不稳定性的特点是波状结构向火焰结构的转变,而罗利-泰勒不稳定性的特点是碎屑堤的形成。KHI 被解释为沿雪崩-基质界面的高能剪切所诱发的剪切不稳定性增长的结果。RTI 与含水砂质基底的局部液化有关,主要由高能剪切产生的高频地面振动诱发。因此,我们认为,在雪崩与基底相互作用的过程中,凌空的雪崩块对基底产生了高能剪切,从而引发了雪崩与基底界面上的 KHI 和 RTI 两个主要物理过程。剪切引起的 KHI 是岩石雪崩中侵蚀和夹带的潜在机制,也是促进基底材料融入移动的雪崩物质的原因。这些结果不仅深刻揭示了岩崩与基质之间的相互作用行为,还提供了一个基本的地质原型,激励人们进一步开展建模工作,以阐明岩崩动力学。
Observations of avalanche–substrate interactions in the Iymek rock avalanche deposit: A possible causative mechanism
Ubiquitous and complex avalanche–substrate interactions during rock avalanche emplacement have attracted widespread attention in recent years and are regarded as vital processes influencing mobility and damage potential through rapid changes in avalanche mechanical properties. However, the fundamental interaction mechanisms of avalanche mass on substrate and the resultant effect on mobility have yet to be elucidated for natural events. To better understand the mechanics of avalanche–substrate interactions, we present a detailed study on the spectacular synsedimentary deformation structures at the bottom of the gigantic Iymek rock avalanche deposit, including undulose structures, flame structures, mixed textures, clastic dikes, and cracked gravels. The cracked gravels demonstrate that the overriding avalanche mass exited high-energy shearing on the avalanche–substrate interface, where the stress in substrate far exceeded the overburden from the avalanche mass during the avalanche–substrate interaction. Along with high-energy shearing, two different interaction modes with the change of substrate materials are identified, i.e., the Kelvin–Helmholtz instability (KHI) characterized by undulose-to-flame structure transitions, and the Raleigh–Taylor instability (RTI) characterized by the formation of clastic dikes. The KHI is interpreted as a result of the growth of shear instabilities induced by high-energy shearing along the avalanche–substrate interface. The RTI is associated with local liquefaction of the water-bearing sandy substrate and was mainly induced by the high-frequency ground vibrations generated by high-energy shearing. Therefore, we propose that the overriding avalanche mass exited high-energy shearing on the substrate during the avalanche–substrate interaction, which motivated two predominant physical processes of the KHI and RTI along the avalanche–substrate interface. The shear-induced KHI is a potential mechanism of erosion and entrainment in rock avalanches and is responsible for promoting the incorporation of substrate materials into moving avalanche mass. These results not only yield profound insights into the interaction behaviours between rock avalanches and substrates but also provide a fundamental geological prototype to motivate further modelling work to elucidate rock avalanche dynamics.
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.