Using barometric response functions to estimate unconfined aquifer permeability changes caused by landslide: A case study in southwest China

IF 8.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Engineering Geology Pub Date : 2025-03-27 Epub Date: 2025-02-09 DOI:10.1016/j.enggeo.2025.107950
Zixuan Qin , Jian Guo , Carlos H. Maldaner , Kenley Bairos , Qiang Xu , John A. Cherry , Beth L. Parker
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Abstract

The formation and deformation of landslides lead to continuous variations in the stress-strain state of surrounding rock masses, consequently triggering alterations in aquifer properties. Continuously measuring landslide permeability is challenging, particularly in assessing aquifer properties without human disturbance under natural landslide-induced loads. In this study, continuous measurements of water levels were recorded in a multi-level well within the Kualiangzi landslide area, along with onsite logging of barometric pressures. Barometric response functions were then utilized to estimate the vertical pneumatic diffusivity of the unsaturated zone and the vertical hydraulic diffusivity of the unconfined aquifer for different time periods during the landslide. Slug tests were also conducted to verify permeability changes in the aquifer. Results indicated that in both the unsaturated zone and unconfined aquifer, permeability first increased and then decreased, ultimately doubling and rising 2.3 times, respectively, compared to initial values. The use of barometric response functions represents a novel approach for estimating permeability changes in landslide zones. Due to its cost-effectiveness and convenience, this method proves to be a favorable choice for detecting permeability changes in unconfined aquifers above the sliding surface. It contributes to providing further insights into landslide research.
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利用气压响应函数估算滑坡引起的无约束含水层渗透率变化——以西南地区为例
滑坡的形成和变形导致围岩应力-应变状态的持续变化,从而引发含水层性质的变化。连续测量滑坡渗透性是具有挑战性的,特别是在没有人为干扰的情况下评估自然滑坡诱发荷载下的含水层性质。本研究在宽梁子滑坡区内的多层井中连续测量了水位,并现场记录了气压。利用气压响应函数估算了滑坡过程中不同时段非饱和带的垂直气动扩散系数和无承压含水层的垂直水力扩散系数。还进行了段塞测试,以验证含水层的渗透率变化。结果表明,非饱和带和非承压含水层渗透率均呈现先增大后减小的趋势,最终渗透率分别比初始值增加1倍和2.3倍;使用气压响应函数是估计滑坡带渗透性变化的一种新方法。该方法具有成本效益和便捷性,是检测滑动面以上无承压含水层渗透率变化的良好选择。它有助于为滑坡研究提供进一步的见解。
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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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