Microstructural analysis of sandstone from Pravcicka brana, the largest rock arch in Europe

IF 3.1 2区 地球科学 Q2 GEOGRAPHY, PHYSICAL Geomorphology Pub Date : 2025-03-15 Epub Date: 2025-01-21 DOI:10.1016/j.geomorph.2025.109617
M. Maľa , V. Greif , M. Slavík , M. Lanzendörfer
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Abstract

This study uses a multi-method approach to perform a comprehensive microstructural analysis and to discuss the resistance to various weathering processes of sandstone from Pravčická brána, the largest sandstone arch in Europe. In addition to conventionally used methods of sample testing such as mercury intrusion porosimetry, we focused on experimental and non-destructive sample testing such as pore network modelling and permeability simulation based on post-processed μCT images or saturation flow experiments using non-Newtonian fluids - ANA method. These methods showed consistent pore size distribution (PSD) peaks at 18 μm (ANA), 22 μm (PNM) and 48 μm (MIP). The sandstone exhibited high total porosity (34–45 %) and effective porosity (30–42 %), with a network predominantly composed of macropores (>50 nm) that are readily accessible to water. Laboratory tests yielded a permeability of 3.1 × 10–5 m.s-1, which is close to the simulated value of 2.21 × 10–5 m.s-1. Scanning electron microscopy (SEM) analysis identified features such as quartz grain fractures that were attributed to past frost weathering processes. Analysis of the PSD indicated high resistance of the sandstone studied to freeze-thaw and salt weathering. However, when considering other factors, such as mechanical and hydraulic properties and tectonic predisposition in the arch body, the vulnerability of Pravčická brána becomes more evident. The susceptibility of Pravčická brána sandstone to weathering is increased by its low strength (as evident from previous studies), which is further reduced by ongoing weathering, while the presence of the observed macropores increases the likelihood of fracturing under deformation. This study highlights the need to integrate advanced techniques with traditional methods to provide a comprehensive assessment of sandstone durability.
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欧洲最大的岩拱——普拉维奇卡布拉纳砂岩的微观结构分析
本研究采用多种方法进行了全面的微观结构分析,并讨论了欧洲最大的砂岩拱门prav ick brána的砂岩对各种风化过程的抵抗力。除了汞压孔隙度法等常规样品检测方法外,我们还重点研究了基于后处理μCT图像的孔隙网络建模和渗透率模拟,以及采用非牛顿流体- ANA方法的饱和流动实验等实验和非破坏性样品检测。这些方法在18 μm (ANA)、22 μm (PNM)和48 μm (MIP)处的孔径分布(PSD)峰一致。砂岩具有较高的总孔隙度(34 - 45%)和有效孔隙度(30 - 42%),其网络主要由大孔隙(>50 nm)组成,容易接近水。实验室测试的渗透率为3.1 × 10-5 m.s-1,与模拟值2.21 × 10-5 m.s-1接近。扫描电子显微镜(SEM)分析确定了石英颗粒裂缝等特征,这些裂缝归因于过去的霜冻风化过程。PSD分析表明,所研究的砂岩具有较高的抗冻融和盐风化性。然而,当考虑到拱体的力学水力特性和构造倾向等其他因素时,prav ick brána的脆弱性就更加明显了。prav ick0 brána砂岩的低强度增加了其对风化的敏感性(从先前的研究中可以看出),而持续的风化又进一步降低了这种敏感性,而观察到的大孔隙的存在增加了变形下破裂的可能性。这项研究强调了将先进技术与传统方法相结合,以提供砂岩耐久性综合评估的必要性。
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来源期刊
Geomorphology
Geomorphology 地学-地球科学综合
CiteScore
8.00
自引率
10.30%
发文量
309
审稿时长
3.4 months
期刊介绍: Our journal''s scope includes geomorphic themes of: tectonics and regional structure; glacial processes and landforms; fluvial sequences, Quaternary environmental change and dating; fluvial processes and landforms; mass movement, slopes and periglacial processes; hillslopes and soil erosion; weathering, karst and soils; aeolian processes and landforms, coastal dunes and arid environments; coastal and marine processes, estuaries and lakes; modelling, theoretical and quantitative geomorphology; DEM, GIS and remote sensing methods and applications; hazards, applied and planetary geomorphology; and volcanics.
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