为实现城市化目的,Mila镇(阿尔及利亚东北部)南部延伸的可行性研究:岩土和水文地球物理方法

IF 0.8 Q4 WATER RESOURCES
K. Khellaf, Mohamed-Amine Bechkit, W. Chettah, El Hadj Youcef Brahim, Imane Dib
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引用次数: 0

摘要

米拉的人口正在增加,地方当局正在寻找新的土地来发展城镇并提供住房。然而,这些土地的土壤不稳定,需要详细的研究作为基础。这项工作介绍了Marechau土壤的岩土和地球物理特征,它形成了Mila镇的东南延伸。为了了解土壤状况,选择合适的建筑类型并做出建造决定,我们采用了岩土技术方法,通过进行岩心钻探测试、动态渗透测试和实验室测试来分析土壤。我们还采用地球物理方法测定了电阻率,从而绘制了基岩顶板的深度。此外,我们进行了全面的水文地质研究,监测了200天的降水和含水层的压力水平,并确定了水流方向。岩心钻探试验结果表明,该岩心为粘土质,含石灰岩块体。动力侵彻试验显示了两类土。实验室试验表明,所分析的材料具有很强的塑性、超固结性和中压缩性。它们对混凝土具有中高的膨胀潜力和中等的侵蚀性。此外,层析成像结果还显示了一个单层陆地(粘土),其中嵌有大量岩石。水压监测显示存在两个含水层系统。前者是肤浅的,后者是深层次的。降雨后它们不会直接补给,地下水会流向斜坡。所有结果表明,在城市化发生之前,必须找到解决研究区域土壤运动的办法。这些结果与地理位置、地貌、构造活动和地震构造等方面的综合分析表明,该地区存在高风险,其城市化需要严格和强制性的预防措施。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Feasibility study for the southern extension of Mila town (northeast of Algeria) for urbanization purposes: a geotechnical and hydrogeophysical approach
The population of Mila is increasing and local authorities are looking for new lands to develop the town and provide housing. However, the soil of these lands is unstable and requires detailed studies to serve as a foundation. This work presents the geotechnical and the geophysical characteristics of the Marechau soils, which forms the southeast extension of the Mila town. To provide an idea about the soil condition, to choose the type of adequate constructions and to make decision for building it, we adopted a geotechnical approach, where we analysed the soils by carrying out core drilling tests, dynamic penetration tests and the laboratory tests. We also, employed the geophysical approach in determining the electrical resistivity so as to map the depth of bedrock roof. Furthermore, we conducted a comprehensive hydrogeological study, monitoring precipitation and the piezometric level of the aquifer over a period of 200 days, and determined the flow direction. The core drilling test results indicate a clayey soil with limestone blocks. The dynamic penetration test show two categories of soil. The laboratory tests show that the materials analysed are very plastic, over-consolidated and medium to very compressible. They have a medium to high swelling potential and medium amount of aggressiveness to concrete. Besides, the tomography results also showed a single layer land (clay) with massive rocks embedded in it. The piezometric monitoring reveals the presence of two aquifer systems. The first is superficial and the second is deep. They don’t recharge directly after the rain falls and the groundwater flows in the direction of the slope. All the results indicate that solutions must be found for soil movements in the area under study before urbanization takes place. The combination of these results with the location, land morphology, tectonic activity, and seismotectonic aspects suggest that the area presents a high risk, and its urbanization requires rigorous and mandatory precautionary measures.
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来源期刊
CiteScore
1.80
自引率
50.00%
发文量
36
审稿时长
8 weeks
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