Hydro-mechanical Properties of Highly porous Limestone Rock used for Historic Monuments in North-East Tunisia

Yousr Koubaa, M. Jamei, H. Guiras
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引用次数: 3

Abstract

This paper deals with the study of the physical and hydro-mechanical characteristics of a porous limestone rock. It concerns a historic rock located at "El-Haouaria artificial caves" on the seacoast in the Northeast of Tunisia. The rock, object of study in this work, has undergone serious alterations, thus compromising the safety of the monuments. This paper focuses on the mechanical behavior of a sedimentary rock with a variable porosity; covering a wide range varying from 25% to 55%. This study is interested in identifying the mineralogical composition and the microscopic structure of the main rocks constituting the historic monument. Several tests were carried out and they showed that the rock’s mineralogical composition was calcite and quartz. The grain dimensions constituting the rock are variable. Its porosity is inter-granular and connected. This porosity changes over time due to weather conditions. Unconfined compressive tests and tensile tests were carried out on several samples with various porosities and in some cases in various saturation states. The performed tests showed the effect of both porosity and water content (suction) on strength characteristics. However, despite the rock’s dependency on the water content, the role of porosity remains more emphasized. Then, porosity seems to be the main factor affecting resistance properties due to the increase of the porosity and due to its variation as a source of humidity. A ‘’Li and Aubertin’s Model’’ was applied to predict the compression and tensile strength dependency on porosity. It highlighted a strong concordance between experimental and analytical model results. All strength characteristics evolutions with porosity and suction make up essential results obtained in this study. This will provide us with the required input data for modeling in order to predict cave structure degradation and eventually to monitor crack propagation.
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突尼斯东北部用于历史遗迹的高多孔石灰岩的水力学特性
本文研究了多孔灰岩的物理和水力学特性。它涉及位于突尼斯东北部海岸“El-Haouaria人工洞穴”中的一块历史岩石。岩石,这项工作的研究对象,经历了严重的变化,从而危及纪念碑的安全。本文研究了变孔隙度沉积岩的力学行为;覆盖范围从25%到55%不等。本研究的重点是确定构成历史遗迹的主要岩石的矿物组成和微观结构。进行了几次测试,结果表明岩石的矿物成分是方解石和石英。构成岩石的颗粒尺寸是可变的。孔隙度呈粒间连通性。由于天气条件的影响,孔隙率会随时间变化。在不同孔隙度和不同饱和状态下,对几种样品进行了无侧限压缩和拉伸试验。试验结果表明,孔隙率和含水率(吸力)对强度特性均有影响。然而,尽管岩石依赖于含水量,孔隙度的作用仍然更加突出。然后,由于孔隙率的增加和其作为湿度来源的变化,孔隙率似乎是影响阻力性能的主要因素。采用“Li和Aubertin模型”来预测孔隙率对压缩强度和拉伸强度的影响。它突出了实验和分析模型结果之间的强烈一致性。所有强度特征随孔隙率和吸力的变化构成了本研究的基本结果。这将为我们提供建模所需的输入数据,以预测洞穴结构的退化并最终监测裂缝的扩展。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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CiteScore
1.30
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5346
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استخراج منحنیهای شدت-مدت-فراوانی به کمک نظریه فرکتال و ارزیابی اثر تغییر اقلیم بر آن (مطالعه موردی: بوشهر) Investigation of the effect of gabion-shaped obstacles on sedimentation Probabilistic zoning of hydraulic performance of water distribution network by applying key parameter uncertainty Evaluation of doubler plates effects on shear bearing behavior of RCS connections مقایسه عملکرد ترافیکی، مصرف سوخت، و آلایندگی تقاطع دارای چراغ و دوربرگردان در بزرگراههای شش-خطه
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