评估、确定和提出一项计划,以稳定暴露在天然气管道路径冲刷下的黄土,案例研究:马拉韦赫-塔佩赫市

IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Engineering Geology Pub Date : 2024-09-29 DOI:10.1016/j.enggeo.2024.107747
Seyyed Reza Asadoullahtabar , Ali Asgari , Mahmoud Mohammad Rezapour Tabari
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引用次数: 0

摘要

处理塌陷土一直是地质和岩土工程师面临的重要挑战。黄土是最广为人知的可塌陷土壤类型之一,约占地球陆地面积的 10%。黄土是一种沉积沉淀物,主要由淤泥大小的颗粒组成,并由碳酸钙松散地结合在一起。在伊朗,戈勒斯坦省约有 17% 的面积被淤泥质、粘土质和砂质黄土覆盖,主要由黄土组成。此外,该省的几条能源传输线也穿过这些黄土覆盖的地区。根据戈勒斯坦天然气公司专家的报告,天然气管道通道在不同地区(如 Maraveh-Tappeh 市的 Dashli-Alum 地区)的冲刷对交通道路造成了巨大风险,是该公司面临的最关键问题之一。这项研究采用一系列实地勘探和实验室测试方法,对黄土的扩散和崩塌潜力进行了评估。这些方法包括原子吸收光谱法、双比重计、扫描电子显微镜摄影、波长色散 X 射线荧光光谱法和固结试验。结果表明,土壤塌陷性是冲刷现象发生的原因之一。为了找到最佳解决方案,我们通过比重计、阿特伯极限、单轴压缩和直接剪切试验,评估了使用水泥、膨润土、微硅石和合成纳米钛添加剂的化学稳定方法的有效性。与其他添加剂相比,水泥和纳米钛的干混添加剂是防止冲刷的最佳稳定解决方案。不过,考虑到水泥生产和使用对环境的影响,纳米钛吸收二氧化碳并减少对植被的潜在破坏,因此是一种更具环境可持续性的选择。
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Assessment, identifying, and presenting a plan for the stabilization of loessic soils exposed to scouring in the path of gas pipelines, case study: Maraveh-Tappeh city
Dealing with collapsible soils consistently presents a crucial challenge for geological and geotechnical engineers. Loess soil is among the most widely recognized types of collapsible soils, covering approximately 10 % of the Earth's land surface. Loessic soil is a sedimentary deposit primarily composed of silt-size grains, loosely bound together by calcium carbonate. In Iran, approximately 17 % of Golestan province is covered by silty, clayey, and sandy loesses, primarily composed of loessic soil. Additionally, several energy transmission lines in this province traverse these loess-covered areas. Based on the reports from Golestan Gas Company experts, the scouring of gas pipeline channels in various regions, such as Dashli-Alum in Maraveh-Tappeh city, causes significant risks in the traffic roads and is one of the most critical issues facing this company. This research assessed the dispersion and collapse potentials of loess soil using a range of field exploration and laboratory testing methods. These methods included atomic absorption spectroscopy, the double hydrometer, scanning electron microscope photography, wavelength-dispersive X-ray fluorescence spectrometry, and consolidation tests. The results indicate that soil collapsibility was acquired as one of the components of the scouring phenomenon occurrences. To achieve an optimal solution, the effectiveness of the chemical stabilization method involving cement, bentonite, micro-silica, and synthesized nano‑titanium additives was evaluated through an oedometer, Atterberg limits, uniaxial compression, and direct shear tests. Additives dry mixing of cement and nano‑titanium were obtained as the optimal stabilization solutions against scouring compared to other additives. However, considering the environmental impacts of cement production and use, nano‑titanium presents a more environmentally sustainable option due to CO2 absorption and reduced damage potential to vegetation.
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
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.
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