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A personal perspective of 20 years of regional groundwater resource modelling of the Permo-Triassic Sandstone aquifers in England 英国二叠纪-三叠纪砂岩含水层20年区域地下水资源建模的个人观点
IF 1.4 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-05-15 DOI: 10.1144/qjegh2022-090
M. Streetly
In 1998, the Permo-Triassic Sandstone aquifer of the West Midlands-Worfe (WMW) area became the subject of one of the first major groundwater modelling project initiated under the Environment Agency of England's national groundwater modelling framework. The 4R runoff-recharge code that allowed these models to apply a semi-integrated approach to simulating catchment hydrology was developed and trialled in parallel with the WMW project. This combined groundwater and surface water modelling approach has enabled the Environment Agency of England to make complex water resource management decisions in a wide range of aquifers and catchments based, in part, on outputs from such models. Since that time, the Environment Agency has used the framework to develop around a dozen further models of Permo-Triassic Sandstone aquifers, of varying levels of complexity. Many of the older models have subsequently been through one or more cycles of updating and/or recalibration. This paper provides a high level review of these models based on the personal experience of the author and compares and contrasts their implementation in the USGS groundwater modelling code MODFLOW. This includes a discussion of key conceptual issues that are common across the models, or unique to particular models, and the uses to which the models have been put. The paper concludes with a discussion of future opportunities and challenges for the programme. Thematic collection: This article is part of the Hydrogeology of Sandstone collection available at: https://www.lyellcollection.org/topic/collections/hydrogeology-of-sandstone
1998年,西米德兰兹-沃夫(WMW)地区的二叠纪-三叠纪砂岩含水层成为英国环境署国家地下水建模框架下启动的第一个主要地下水建模项目之一的主题。4R径流补给代码使这些模型能够应用半集成方法来模拟集水区水文,该代码与WMW项目并行开发和试验。这种地下水和地表水联合建模方法使英格兰环境署能够在一定程度上根据这些模型的输出,在广泛的含水层和集水区做出复杂的水资源管理决策。从那时起,环境署利用该框架进一步开发了十几个不同复杂程度的二叠纪-三叠纪砂岩含水层模型。许多较旧的模型随后经历了一个或多个更新和/或重新校准周期。本文根据作者的个人经验对这些模型进行了高水平的回顾,并对其在美国地质调查局地下水建模代码MODFLOW中的实现进行了比较和对比。这包括对模型中常见或特定模型特有的关键概念问题的讨论,以及模型的用途。该文件最后讨论了该方案未来的机遇和挑战。专题收藏:本文是砂岩水文地质收藏的一部分,可在以下网站获取:https://www.lyellcollection.org/topic/collections/hydrogeology-of-sandstone
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引用次数: 0
Depositional environment and aquifer properties of the Sherwood Sandstone Group in the Cleveland Basin based on investigations at Woodsmith Mine 克利夫兰盆地Sherwood砂岩群的沉积环境和含水层性质——基于Woodsmith矿的调查
IF 1.4 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-05-03 DOI: 10.1144/qjegh2022-041
C. Timmen, L. Brown, M. Heap, A. Hornung
A major mining project by Anglo American plc. at Woodsmith Mine is targeting deep polyhalite deposits in the Cleveland Basin of North Yorkshire. The mine shaft design included hydrogeological assessment of the full 1,600m hydrostratigraphic sequence to be intersected. Of this sequence the most significant aquifer that will be intersected is the Sherwood Sandstone Group (SSG), which will be encountered at depths of between 800m and 1,050m below surface. Deep exploratory cored boreholes were completed at the site to enable both laboratory and field testing. The methods used to determine the aquifer characteristics comprised of geotechnical laboratory testing of rock core and oil field downhole wireline technology. Geotechnical triaxial tests were used to determine the horizontal and vertical permeability of rock core recovered from deep exploration boreholes. Wireline Elementary Log ANalyses (ELAN) and Modulation Dynamic Testing (MDT) were used to determine hydraulic conductivity and porosity of the SSG sequence encountered. Formation Micro Imager (FMI) was used to determine sedimentary depositional features. This paper presents a review of the ground investigation data collected to characterise anisotropy between horizontal and vertical flow within the SSG in this part of the Cleveland basin. Thematic collection: This article is part of the Hydrogeology of Sandstone collection available at: https://www.lyellcollection.org/cc/hydrogeology-of-sandstone
英美资源集团的一个大型采矿项目。Woodsmith矿的目标是北约克郡克利夫兰盆地深处的多卤石矿床。矿井设计包括对整个1600米水文地层序列进行水文地质评估。在该层序中,最重要的含水层是Sherwood砂岩组(SSG),将在地表以下800米至1050米之间的深度遇到。在现场完成了深探测岩心钻孔,以便进行实验室和现场测试。确定含水层特征的方法包括岩心的岩土实验室测试和油田井下电缆技术。采用岩土三轴试验方法对深探井采出岩心的水平和垂向渗透率进行了测定。使用电缆基本测井分析(ELAN)和调制动态测试(MDT)来确定所遇到的SSG层序的水力导率和孔隙度。利用地层微成像仪(FMI)确定沉积沉积特征。本文回顾了为描述克利夫兰盆地这部分SSG内水平和垂直流动的各向异性而收集的地面调查数据。专题收藏:这篇文章是砂岩的水文地质学收藏的一部分:https://www.lyellcollection.org/cc/hydrogeology-of-sandstone
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引用次数: 1
Multi-scale Investigation on the Stability of Soil-Gravel Mixture Slopes Using Imaging Analyses 影像分析在土-砾石混合料边坡稳定性多尺度研究中的应用
IF 1.4 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-04-27 DOI: 10.1144/qjegh2022-119
Yeong-Wei Lu, Yang Hu
Gravel soil slopes were not only prevalent in nature but also widely used in engineering. Understanding the damage characteristics of gravel soil slopes and preventing slope hazards required a thorough investigation of the stability and deformation of gravel soil slopes. In this study, the stability and macroscopic deformation of slopes with varying gravel content (GC) were examined using lab tests and digital image correlation (DIC) techniques, and the rock-winding motion on the shear zone was investigated in detail by capturing the relative motion of soil particles and gravels from a micro-view perspective. In addition, the effects of loading location and slope angle were considered. The results indicated that there are two thresholds of 20% and 70% for the effect of GC on slope ultimate bearing capacity. Gravel soil slope shear damage was primarily caused by the gravel rotation at critical locations. There were at least five rock-inclusive movement patterns in the shear zone, and the primary cause of irregular damage on gravelly soil slopes was the difference in the relative movement of soil particles and gravels. High GC slopes were less sensitive to changes in LL and SA than slopes with low GC.
砾石土边坡不仅在自然界中普遍存在,而且在工程中得到了广泛的应用。了解砾石土边坡的破坏特征和预防边坡危害需要对砾石土边坡稳定性和变形进行彻底调查。在本研究中,使用实验室试验和数字图像相关(DIC)技术对不同砾石含量(GC)的边坡的稳定性和宏观变形进行了检测,并通过从微观角度捕捉土壤颗粒和砾石的相对运动,详细研究了岩石在剪切带上的缠绕运动。此外,还考虑了荷载位置和边坡角度的影响。结果表明,GC对边坡极限承载力的影响有20%和70%两个阈值。砾石土边坡剪切破坏主要是由关键位置的砾石旋转引起的。剪切带中至少有五种含岩运动模式,砾石土边坡不规则破坏的主要原因是土壤颗粒和砾石相对运动的差异。GC高的斜坡对LL和SA变化的敏感性低于GC低的斜坡。
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引用次数: 0
Using slurry TBM data to assess the variability of weathered Kowloon granite 利用浆液掘进机数据评估九龙风化花岗岩的变异性
IF 1.4 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-04-20 DOI: 10.1144/qjegh2022-032
J. N. Shirlaw, T. Henderson, Ivan S. Haryono, Francois Dudouit, David Salisbury
Parallel running tunnels were driven by a 7.46m diameter slurry tunnel boring machine (TBM) through weathered Kowloon granite in Hong Kong for MTR Contract SCL 1103. The final part of the tunnelling was in a full face of Grade III or Grade II rock, up to 50m below rockhead. Using the data obtained during the tunnelling, the average strength of the rock was calculated for every ring of advance. The distribution of the rock strength calculated from the two drives was similar, and comparable with the data from the ground investigation. The strength assessed from the TBM data shows a notably sawtooth profile along each drive, with large changes in strength over relatively short distances. The change in strength between each advance averaged 13 MPa, and locally reduced by 80% over 9m. The changes in strength indicate that the rock had been weakened locally by weathering, consistent with the early stages of the formation of a corestone weathering profile. The focus of the weathering was on a set of inferred joints spaced at an average of about 17m that represented a small proportion of the joints encountered during tunnelling.
平行运行的隧道由直径7.46m的泥浆隧道掘进机(TBM)驱动,穿过香港风化的九龙花岗岩,用于港铁合同SCL 1103。隧道开挖的最后一部分是在三级或二级岩石的整个表面上,高达岩头以下50米。利用隧道开挖过程中获得的数据,计算了每个推进环的岩石平均强度。从两个驱动计算的岩石强度分布相似,并且与地面调查的数据可比较。根据TBM数据评估的强度显示,沿每个驱动器都有明显的锯齿形轮廓,在相对较短的距离内强度变化较大。每次推进之间的强度变化平均为13MPa,在9m以上局部降低了80%。强度的变化表明,岩石已被风化局部削弱,这与岩心风化剖面形成的早期阶段一致。风化的重点是一组推断的节理,平均间隔约17m,这代表了隧道开挖过程中遇到的一小部分节理。
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引用次数: 0
Analysis of the impact of groundwater level decrease caused by drainage on tunnel water inflow 排水引起的地下水位下降对隧道涌水的影响分析
IF 1.4 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-04-20 DOI: 10.1144/qjegh2023-019
Pengtao An, Maoxiang Li, Helin Fu
Affected by the excavation, the phenomenon of groundwater level drop around mountain tunnels is widespread, resulting in poor accuracy of the existing water inflow calculation formula derived when the groundwater level is fixed. Based on this, a simplified calculation model of tunnel water inflow is constructed when considering drainage, and the tunnel water inflow is calculated according to the Dupuit assumption and conformal transformation. The law of conservation of fluid mass is used to solve the equivalent water head around the tunnel after drainage, and the Taylor formula is used for degradation analysis, and the rationality of the model construction and the correctness of the formula derivation are verified through the tunnel under construction and numerical simulation. Finally, the sensitivity of the characteristic parameters is studied, the evolution law of the equivalent head is revealed, and the influence mechanism is discussed. The research shows that the error between the calculated value of tunnel water inflow and the field measured value can be reduced from 16.1% to 8.9%, which improves the prediction accuracy of tunnel water inflow to a certain extent.
受开挖影响,山地隧道周边地下水位下降现象普遍存在,导致现有的地下水位固定时的涌水量计算公式精度较差。在此基础上,建立了考虑排水条件下隧道涌水量的简化计算模型,并根据Dupuit假设和保形变换计算隧道涌水量。采用流体质量守恒定律求解排水后隧道周围的等效水头,采用泰勒公式进行退化分析,并通过在建隧道和数值模拟验证了模型构建的合理性和公式推导的正确性。最后,研究了特征参数的敏感性,揭示了等效水头的演化规律,并对其影响机理进行了探讨。研究表明,隧道涌水计算值与现场实测值的误差可由16.1%减小到8.9%,在一定程度上提高了隧道涌水预测精度。
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引用次数: 0
The performance of speckle filters on Copernicus Sentinel-1 SAR images containing natural oil slicks 斑点滤波器在含天然浮油的哥白尼Sentinel-1 SAR图像上的性能
IF 1.4 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-03-31 DOI: 10.1144/qjegh2022-046
C. Vrinceanu, S. Grebby, S. Marsh
Synthetic Aperture Radar (SAR) is traditionally used in the identification, mapping, and analysis of petroleum slicks, regardless of their origin. On SAR images, oil slicks appear as dark patches that contrast with the brightness of the surrounding sea surface. This distinction allows for automated detection algorithms to be designed using computer vision methods for objective oil slick identification. Nevertheless, efficient interpretation of the SAR imagery by statistical analysis can be diminished due to the speckle effect present on SAR images, a granular artefact associated with the coherent nature of SAR, which visually degrades the image quality. In this study, a quantitative and qualitative assessment of common SAR image despeckling methods is presented, analyzing their performance when applied to images containing natural oil slicks. The assessment is performed on Copernicus Sentinel-1 images acquired with various temporal and environmental conditions. The assessment covers a diverse area of filters that employ Bayesian and non-linear statistics in the spatial, transform and wavelet domains, focusing on their demonstrated performance and capabilities for edge and texture retention. In summary, the results reveal that filters using local statistics in the spatial domain produce consistent desired effects. The novel SAR-BM3D algorithm can be used effectively, albeit with a higher computational demand. Supplementary material: Implementations of the speckle filters used in this paper are made available at: https://github.com/cavrinceanu/specklefilters under an MIT license. Image statistics data is available for Tables 3-11 at: https://doi.org/10.6084/m9.figshare.13010405 Thematic collection: This article is part of the Remote sensing for site investigations on Earth and other planets collection available at: https://www.lyellcollection.org/cc/remote-sensing-for-site-investigations-on-earth-and-other-planets
合成孔径雷达(SAR)传统上用于石油浮油的识别、测绘和分析,无论其来源如何。在SAR图像上,浮油呈现为深色斑块,与周围明亮的海面形成鲜明对比。这种区别允许使用计算机视觉方法设计自动检测算法来客观识别浮油。然而,由于SAR图像上存在散斑效应,统计分析对SAR图像的有效解释可能会降低,这是一种与SAR相干性相关的颗粒状伪影,在视觉上降低了图像质量。本文对常用的SAR图像去斑方法进行了定量和定性评价,分析了它们在含天然浮油图像上的性能。评估是在不同时间和环境条件下获得的哥白尼哨兵1号图像上进行的。评估涵盖了在空间、变换和小波域采用贝叶斯和非线性统计的滤波器的不同领域,重点关注它们在边缘和纹理保留方面的表现和能力。总之,结果表明,在空间域中使用局部统计的滤波器产生一致的预期效果。新的SAR-BM3D算法虽然具有较高的计算量,但可以有效地使用。补充材料:本文中使用的散斑过滤器的实现可以在:https://github.com/cavrinceanu/specklefilters获得MIT许可。表3-11的图像统计数据可在以下网址获得:https://doi.org/10.6084/m9.figshare.13010405专题收集:本文是地球和其他行星现场调查遥感收集的一部分:https://www.lyellcollection.org/cc/remote-sensing-for-site-investigations-on-earth-and-other-planets
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引用次数: 0
Experimental investigation of temperature on the physical and mechanical properties of red sandstone 温度对红砂岩物理力学性能影响的实验研究
IF 1.4 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-03-22 DOI: 10.1144/qjegh2021-086
Yun Wu, Longxiang Deng, Zhen Huang, Li-Ning Yang
With the rapid development of transportation in China, the number of tunnels, as the main control project, is also increasing. However, tunnels may suffer from fire accidents during operation, and the surrounding rock of tunnels will be irreparably damaged by high temperature. To investigate the influence of temperature on the physical and mechanical properties of red sandstone, physical properties as well as Brazilian splitting test were conducted on red sandstone after thermal treatment from 25 ℃ to 600 ℃. The results show that with the increasing temperature, the apparent color of red sandstone is gradually deepened. The P-wave velocity and Leeb hardness decreased with the increase of temperature, and typical temperature threshold (300 ℃) was identified. The tensile strength of red sandstone decreasing quickly from 25 ℃ to 300 ℃ and then decreases slowly from 300 ℃ to 600 ℃. The acoustic emission (AE) signal has a high degree of consistency with the stress time curve. As the temperature increased, the AE became more active, when red sandstone is near to failure, the AE signal increases sharply. The failure mode of sandstone is mainly composed of a through main crack and a secondary crack, and the crack width also grows gradually. Moreover, we observe that the number of fractures in the sandstone also increase as the temperature rise by polarized light microscopy images. The variation of physical and mechanical properties of red sandstone is closely related to microstructure. These findings demonstrate that temperature has an obvious weakening effect on the physical and mechanical properties of sandstone, and provide theoretical guidance and engineering significance for tunnel fire restoration. Thematic collection: This article is part of the Engineering Geology and Hydrogeology of the Anthropocene collection available at: https://www.lyellcollection.org/topic/collections/engineering-geology-and-hydrogeology-of-the-anthropocene
随着中国交通运输的快速发展,隧道作为主要控制工程的数量也在不断增加。然而,隧道在运行过程中可能会发生火灾事故,高温会对隧道围岩造成不可挽回的破坏。为研究温度对红砂岩物理力学性能的影响,对25℃~ 600℃热处理后的红砂岩进行了物理性能试验和巴西劈裂试验。结果表明:随着温度的升高,红砂岩的表观颜色逐渐加深;纵波速度和Leeb硬度随温度升高而降低,并确定了典型的温度阈值(300℃)。红砂岩的抗拉强度在25℃~ 300℃范围内迅速下降,在300℃~ 600℃范围内下降缓慢。声发射信号与应力时间曲线具有高度的一致性。随着温度的升高,声发射信号变得更加活跃,当红砂岩接近破坏时,声发射信号急剧增加。砂岩的破坏模式主要由贯通的主裂缝和次生裂缝组成,裂缝宽度也逐渐增大。此外,通过偏振光显微镜观察,砂岩中的裂缝数量也随着温度的升高而增加。红砂岩物理力学性能的变化与微观结构密切相关。研究结果表明,温度对砂岩的物理力学性能有明显的减弱作用,为隧道火灾恢复提供了理论指导和工程意义。专题收藏:本文是人类世工程地质学和水文地质学收藏的一部分,可在:https://www.lyellcollection.org/topic/collections/engineering-geology-and-hydrogeology-of-the-anthropocene
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引用次数: 0
Slope Stability Assessment of a Major Trunk Road at Scrabster Harbour, Scotland, UK 英国苏格兰斯克拉布斯特港一条主要干道的边坡稳定性评估
IF 1.4 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-03-14 DOI: 10.1144/qjegh2021-187
M. C. Katchkin, J. Thomson, R. Mcconnell, R. Fitzgerald, R. Moore
In 2017 two landslides resulted in temporary closure of the main access road to Scrabster Harbour, located in the north of the Scottish mainland. A slope stability assessment was commissioned to investigate the occurrence, causes and mechanisms of historical landslides and their associated consequences to inform future landslide hazard potential. Within Scotland, most slope stability studies are undertaken using qualitative rather than quantitative methods, largely due to insufficient historical data. This paper presents a case study where a semi-quantitative risk assessment was used to assess the stability of coastal slopes above the A9 Trunk Road at Scrabster Harbour. A database of historical landslides and slope characteristics was compiled and used in a semi-quantitative risk assessment to provide the client with targeted information on which areas of the slope can be stabilised most effectively. This was based on ranking the slopes in terms of relative risk, thus providing the road operator and maintenance contractor with an indication of those slopes presenting a higher risk so that these areas could be prioritised for remedial works. The analysis showed that surface water drainage intersecting the slopes and locally over-steepened slopes were primary controls for the observed landslides.
2017年,两次山体滑坡导致通往苏格兰大陆北部斯克拉布斯特港的主要通道暂时关闭。委托进行了边坡稳定性评估,以调查历史滑坡的发生、原因和机制及其相关后果,为未来滑坡的潜在危险提供信息。在苏格兰,大多数边坡稳定性研究都是使用定性而非定量方法进行的,这主要是由于历史数据不足。本文介绍了一个案例研究,其中使用半定量风险评估来评估斯克拉布斯特港A9主干道上方海岸斜坡的稳定性。编制了一个历史滑坡和边坡特征数据库,并在半定量风险评估中使用,为客户提供关于哪些边坡区域可以最有效地稳定的有针对性的信息。这是基于根据相对风险对斜坡进行排名,从而向道路运营商和维护承包商提供风险较高的斜坡的指示,以便优先对这些区域进行补救工程。分析表明,与斜坡相交的地表水排水和局部超陡斜坡是观测到的滑坡的主要控制因素。
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引用次数: 0
Integrated Fault Identification in Granite Tunnel Based on the Analysis of Structural and Mineral Characteristics of Rock Masses: A Case Study 基于岩体结构与矿物特征分析的花岗岩隧道断层综合识别
IF 1.4 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-03-06 DOI: 10.1144/qjegh2022-053
P. Lin, R. Shao, Zhen-hao Xu, T. Yu
Tunnels are underground structures that are widely used in geology, mining, and other related fields. Given the fact that many severe underground structure instabilities are found to be closely associated with fault systems present nearby, an integrated fault identification method, namely the 3M method, is proposed based on analyzing the macrostructure, mineral characteristics, and microstructural of rock masses in the tunnel. This method comprises three steps, and each step corresponds to one “M”: macrostructure identification, mineral analysis, and microstructure identification. First, the macrostructure is investigated to determine whether there is a fault-related feature in the tunnel, e.g., a slickenside. Second, mineral analysis infers the spatial extent of the fault from changes to the types and compositions of minerals. Third, the microstructure is investigated to determine the fault-related deformation mechanism in the tunnel, e.g., deformation twinning. Adopting the proposed method reduces the subjective influence of geological engineers and improves the accuracy of fault identification via traditional geological analysis. The results of this study provide new insight into tunnel excavation and support design.
隧道是广泛应用于地质、采矿和其他相关领域的地下结构。考虑到许多严重的地下结构失稳与附近存在的断层系统密切相关,在分析隧道岩体宏观结构、矿物特征和微观结构的基础上,提出了一种综合断层识别方法,即3M法。该方法包括三个步骤,每个步骤对应一个“M”:宏观结构鉴定、矿物分析和微观结构鉴定。首先,研究隧道的宏观结构,以确定隧道中是否存在与断层相关的特征,例如滑面。其次,矿物分析从矿物类型和组成的变化推断出断裂的空间范围。第三,对隧道的微观结构进行了研究,确定了与断层相关的变形机制,如变形孪晶。采用该方法减少了地质工程师的主观影响,提高了传统地质分析断层识别的准确性。研究结果为隧道开挖及支护设计提供了新的思路。
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引用次数: 0
Changes in geotechnical properties of soil contaminated by methyl tertiary butyl ether (MTBE) 甲基叔丁基醚(MTBE)污染土壤岩土力学性质的变化
IF 1.4 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2023-03-06 DOI: 10.1144/qjegh2022-095
Fanghua Zhu, Zhifeng Zhang, W. Tao, Fanfan Li, Tianyu Wei
As one of the extensively used gasoline additives, MTBE can leak into the subsurface, which will not only deteriorate the ecological environment, but also affect the geotechnical characteristics of the soil. In this study, the geotechnical properties of MTBE-contaminated soil consisting of the basic physical properties, strength, compressibility, hydraulic conductivity, leachability, electrical resistivity and microstructural characteristics are comprehensively investigated. The results show that the Atterberg limits consistently decrease with increasing MTBE content in the soil. As the MTBE content increases from 0% to 10%, the specific surface area of the soil decreases by 28%, the sand content increases by 22%, the clay and silt contents decreases by 3% and 18%, respectively. The soil compression index, hydraulic conductivity, leached MTBE concentration and electrical resistivity increase, while the UCS decreases with increasing the MTBE content. Microstructural analysis shows that increasing MTBE content would result in mineralogical alterations that decrease the illite and kaolinite content in the soil. The aggregation and flocculated structures could be detected with an increase in the number and size of the inter-aggregate pores. Additionally, electrical resistivity of the contaminated soil is adopted to assess the geotechnical properties of MTBE-contaminated soil based on the well-established empirical relations.
MTBE作为广泛使用的汽油添加剂之一,会渗入地下,不仅会恶化生态环境,还会影响土壤的岩土特性。本研究全面研究了mtbe污染土壤的岩土力学性质,包括基本物理性质、强度、压缩性、导电性、浸出性、电阻率和微观结构特征。结果表明,随着MTBE含量的增加,Atterberg极限持续降低。随着MTBE含量从0%增加到10%,土壤比表面积减少28%,砂土含量增加22%,粘土和粉土含量分别减少3%和18%。随着MTBE含量的增加,土壤压缩指数、水力导电性、浸出MTBE浓度和电阻率增加,而UCS减小。微观结构分析表明,增加MTBE含量会导致矿物学变化,降低土壤中伊利石和高岭石的含量。随着聚团间孔隙数量和大小的增加,可以检测到聚集和絮凝结构。此外,基于已建立的经验关系,采用污染土的电阻率对mtbe污染土的岩土力学性质进行评价。
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引用次数: 0
期刊
Quarterly Journal of Engineering Geology and Hydrogeology
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