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A Novel Method for Improving the Robustness of Rock Acoustic Emission b Value Estimation through Data Volume Expansion 通过数据量扩展提高岩石声发射 b 值估算稳健性的新方法
IF 1.8 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2024-08-09 DOI: 10.2113/2024/lithosphere_2024_160
Daolong Chen, Xiling Liu
The slope b in Gutenberg–Richter (G–R) relationship is an essential parameter to describe the size distribution characteristics from small-scale acoustic emission (AE) to large-scale natural earthquake. Stable and accurate b value estimation is vital when analyzing rock damage and seismic hazards through the spatial and temporal variations of b values. Here, we perform a detailed analysis of the effect of data volume on b value estimation and proposed a new data volume expansion method to obtain accurate b value estimation based on maximum likelihood derivation. Then, the effectiveness of the newly proposed method is verified through synthetic AE data and found that the standard errors of b value estimation or log-linear characteristics of frequency–amplitude distributions after data volume expansion are smaller, and all differences between the theoretical and estimated b values are far less than 0.1. Meanwhile, we also adopt the newly proposed method for b value estimation in a specially designed laboratory rock AE test and discussed the applicability of the method through the relationship between internal structural characteristics of various rocks and their rupture source size distribution. The results indicate that the estimated b value after data volume expansion can better characterize the underlying source size distribution of rock samples under deformation.
古腾堡-里克特(G-R)关系中的斜率 b 是描述从小规模声发射(AE)到大规模天然地震的大小分布特征的重要参数。通过 b 值的时空变化分析岩石破坏和地震灾害时,稳定而准确的 b 值估算至关重要。在此,我们详细分析了数据量对 b 值估计的影响,并在最大似然推导的基础上提出了一种新的数据量扩展方法,以获得准确的 b 值估计。然后,通过合成 AE 数据验证了新方法的有效性,发现数据量扩展后 b 值估计的标准误差或频率-振幅分布的对数线性特征更小,理论 b 值与估计 b 值之间的所有差异均远小于 0.1。同时,我们还在专门设计的实验室岩石 AE 试验中采用了新提出的 b 值估算方法,并通过各种岩石内部结构特征与其破裂源尺寸分布之间的关系讨论了该方法的适用性。结果表明,数据量扩展后估算出的 b 值能更好地表征变形下岩石样本的潜在震源尺寸分布。
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引用次数: 0
Apatite Fission-Track Dating: A Comparative Study of Ages Obtained by the Automated Counting LA-ICP-MS and External Detector Methodologies 磷灰石裂变轨道定年:自动计数 LA-ICP-MS 和外部探测器方法获得的年龄比较研究
IF 1.8 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2024-07-16 DOI: 10.2113/2023/lithosphere_2023_260
R. Lugo-Zazueta, A. Gleadow, Barry P. Kohn, H. Sahu, Mauricio A. Bermúdez
Laser ablation inductively coupled plasma mass spectrometry (LA-ICP-MS) in combination with developments in digital microscopy, image analysis, and computer software has allowed the implementation of an automated counting approach for the apatite fission-track (AFT) analysis. We refer to this approach as the “automated counting-LA-ICP-MS” (ACLA) method. Two major components comprise the ACLA method: (i) the digital counting of spontaneous tracks performed on high-resolution images captured from apatite grains and (ii) the measurement of 238U content in apatite by LA-ICP-MS. This study includes ACLA analyses from Fish Canyon Tuff (FCT) and Durango apatite standard crystals. Furthermore, a comparative age study between the ACLA and conventional external detector method (EDM) strategies was performed on a set of thirteen granitoid samples from northwestern Mexico and four granitic samples from the eastern Dharwar craton (EDC), India. ACLA analyses on FCT yielded an AFT age of 28.1 ± 0.6 (1σ) and 28.8 ± 1.1 (1σ) Ma for Durango apatite, whereas reported EDM ages are 27.5 ± 0.5 and 31.4 ± 0.5 Ma, respectively. Calculated AFT ages using the ACLA method from northwestern Mexico samples range from 11.1 ± 1.1 to 42.0 ± 3.6 Ma (EDM ages range from 10.0 ± 0.8 to 54.0 ± 3.0 Ma), whereas AFT ages from the EDC samples range from 147 ± 3.1 to 220.5 ± 12.5 Ma (EDM ages range from 120.9 ± 4.5 to 197.1 ± 19.4 Ma). Based on a statistical comparison with ages previously determined by the conventional EDM on the same samples and considering their 2σ uncertainties, these ages are in good agreement.
激光烧蚀电感耦合等离子体质谱法(LA-ICP-MS)与数字显微镜、图像分析和计算机软件的发展相结合,实现了磷灰石裂变轨迹(AFT)分析的自动计数方法。我们将这种方法称为 "自动计数-LA-ICP-MS"(ACLA)方法。ACLA 方法由两个主要部分组成:(i) 在从磷灰石晶粒捕获的高分辨率图像上对自发轨道进行数字计数;(ii) 通过 LA-ICP-MS 测量磷灰石中的 238U 含量。这项研究包括对鱼峡谷凝灰岩(FCT)和杜兰戈磷灰石标准晶体的 ACLA 分析。此外,还对来自墨西哥西北部的 13 个花岗岩样本和来自印度东部达尔沃克拉顿(EDC)的 4 个花岗岩样本进行了 ACLA 与传统外部探测器方法(EDM)之间的年龄对比研究。对 FCT 的 ACLA 分析得出杜兰戈磷灰石的 AFT 年龄为 28.1 ± 0.6 (1σ) Ma 和 28.8 ± 1.1 (1σ) Ma,而报告的 EDM 年龄分别为 27.5 ± 0.5 Ma 和 31.4 ± 0.5 Ma。墨西哥西北部样本采用 ACLA 方法计算的 AFT 年龄为 11.1 ± 1.1 至 42.0 ± 3.6 Ma(EDM 年龄为 10.0 ± 0.8 至 54.0 ± 3.0 Ma),而 EDC 样本的 AFT 年龄为 147 ± 3.1 至 220.5 ± 12.5 Ma(EDM 年龄为 120.9 ± 4.5 至 197.1 ± 19.4 Ma)。根据与之前在相同样品上通过传统 EDM 方法测定的年龄进行的统计比较,并考虑到其 2σ 不确定性,这些年龄具有很好的一致性。
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引用次数: 0
Discovery of a Buried Active Fault to the South of the 1679 M8.0 Sanhe–Pinggu Earthquake in the North China Plain: Evidence from Seismic Reflection Exploration and Drilling Profile 在华北平原 1679 年 M8.0 级三河-平谷地震南侧发现埋藏活动断层:来自地震反射勘探和钻探剖面的证据
IF 1.8 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2024-07-16 DOI: 10.2113/2024/lithosphere_2023_301
Zhengfang Li, Bengang Zhou, Yanbao Li
This study focuses on the key structural locations to the south of the 1679 M8.0 Sanhe–Pinggu earthquake. In conjunction with prior deep seismic reflection exploration in the area, we conducted four shallow seismic investigations to the south of Sanhe–Pinggu seismic area to delineate the exact structure of identified faults and to ascertain the precise location, characteristics, and activity levels of active faults within the region. By analyzing the burial depth of the fault’s breakpoint as revealed by high-precision shallow seismic profiles, we postulate that the fault has been active since the middle and late Pleistocene epochs. In addition, we conducted a high-density borehole investigation in tandem with composite drilling profile at the corresponding sites of shallow breakpoints. Using chronological data from neighboring boreholes and accounting for the ages of samples acquired from these boreholes and staggered strata, the fault manifests as a Holocene active fault within the composite borehole–geological section. This study contradicted the previous conception that to the south of 1679 Sanhe–Pinggu seismic area contained no active faults. This new discovery not only has significant application value for evaluating the risk of large earthquakes in the southern part of the capital circle and understanding the earthquake disaster risk in Beijing but also has scientific significance for studying the development and evolution of faults and their deep–shallow coupling characteristics in North China since the late Cenozoic.
本研究的重点是 1679 年 M8.0 级三河-平谷地震南部的关键构造位置。结合之前在该地区进行的深层地震反射勘探,我们在三河-平谷震区南部进行了四次浅层地震勘探,以确定已识别断层的确切结构,并查明该区域内活动断层的确切位置、特征和活动程度。通过分析高精度浅层地震剖面显示的断层断点埋藏深度,我们推测该断层自更新世中、晚期开始活动。此外,我们还在浅层断点的相应位置进行了高密度钻孔调查和复合钻探剖面。利用邻近钻孔的年代学数据,并考虑到从这些钻孔和交错地层中获取的样本的年龄,该断层在复合钻孔地质剖面中表现为全新世活动断层。这项研究推翻了以往认为 1679 年三河-平谷地震区以南没有活动断层的观点。这一新发现不仅对评估首都圈南部大地震风险、了解北京地区地震灾害风险具有重要的应用价值,而且对研究华北地区晚新生代以来断层的发育演化及其深浅耦合特征具有重要的科学意义。
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引用次数: 0
Late Cenozoic Tectonic Evolution of the Western Nepal Himalaya: Insights from Low-Temperature Thermochronology 尼泊尔喜马拉雅山西部晚新生代构造演化:低温热年代学的启示
IF 1.8 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2024-07-05 DOI: 10.2113/2023/lithosphere_2023_265
Jonathan E. Harvey, D. Burbank
In the central Himalaya, an abrupt physiographic transition at the foot of the Greater Himalaya (PT2) marks the southern edge of a zone of rapid rock uplift along a ramp in the Main Himalayan Thrust (MHT). Despite being traceable along ~1500 km of the central Himalaya, PT2 is less distinct in western Nepal, reflecting along-strike changes in MHT geometry and/or a migrating locus of midcrustal deformation, the details of which have important implications for seismic hazard in western Nepal. New mineral cooling ages (apatite and zircon U-Th/He and muscovite Ar-Ar) from a series of relief transects provide constraints on exhumation rates and histories in western Nepal. Inversion of these data using Pecube and QTQt models yields results that require rapid (~1.4–2.7 mm/yr) exhumation in the rocks near the along-strike projection of PT2 until around 9–11 Ma, followed by much slower (~0.1–0.4 mm/yr) exhumation until at least the late Pliocene. In contrast, transects from ~75 km hinterlandward are best fit by rapid exhumation rates (~1.5–2.1 mm/yr) over at least the past ~4 Myr. Midcrustal deformation in western Nepal is occurring well north of the position expected from along-strike structures in central Nepal, and a growing dataset suggests that rapid exhumation has been sustained there since the late Miocene. These new constraints on the late Cenozoic exhumation history of the western Nepal Himalaya provide key insight on the active structures behind the complex seismic hazards in the region.
在喜马拉雅山中部,大喜马拉雅山脚下的一个突变地貌(PT2)标志着沿喜马拉雅山主脉(MHT)斜坡快速岩石隆起区的南缘。尽管在喜马拉雅山脉中部约 1500 千米的范围内可以追踪到 PT2,但在尼泊尔西部却不那么明显,这反映了喜马拉雅山脉主脉几何形状的沿线变化和/或地壳中段变形的迁移位置,其细节对尼泊尔西部的地震危险具有重要影响。来自一系列地貌横断面的新矿物冷却年龄(磷灰石和锆石 U-Th/He 以及麝香石 Ar-Ar)为尼泊尔西部的掘起速率和历史提供了制约因素。利用Pecube和QTQt模型对这些数据进行反演得出的结果表明,PT2沿走向投影附近的岩石在大约9-11Ma之前的隆升速度很快(大约1.4-2.7毫米/年),之后的隆升速度要慢得多(大约0.1-0.4毫米/年),至少要到上新世晚期。与此相反,至少在过去约4Myr的时间里,从约75km向内陆的横断面与快速隆升速率(约1.5-2.1 mm/yr)最为吻合。尼泊尔西部的中地壳变形发生在尼泊尔中部沿走向构造所预期的位置以北,而且越来越多的数据集表明,自中新世晚期以来,那里一直保持着快速的隆升。这些关于尼泊尔喜马拉雅山脉西部晚新生代掘起历史的新制约因素,为了解该地区复杂地震灾害背后的活动构造提供了重要信息。
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引用次数: 0
Indirect Tensile Strength Test on Heterogeneous Rock Using Square Plate Sample with a Circular Hole 使用带圆孔的方板样品对异质岩石进行间接拉伸强度测试
IF 2.4 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2024-07-05 DOI: 10.2113/2024/lithosphere_2023_322
Xingzong Liu, Bin Gong, Kezhi Song, Hao Liu
An indirect testing method for determining the tensile strength of rock-like heterogeneous materials is proposed. The realistic failure process analysis method, which can consider material inhomogeneity, is applied to model the failure process of the square plate containing a circular hole under uniaxial compression. The influence of plate thickness and applied loads on the maximum tensile stress is investigated, and the tensile strength equation is deduced. Meanwhile, the initial cracking loads are obtained by the corresponding physical tests, and the tensile strengths are determined by substituting the initial cracking loads into the developed tensile strength equation. The values predicted by the newly proposed method are almost identical to those of the direct tensile tests. Furthermore, the proposed method can give the relatively small tensile strength error with the direct tensile test in comparison to the other test methods, which indicates that the proposed method is effective and valid for determining the tensile strength of rock-like heterogeneous materials.During the design process in geotechnical engineering, a crucial parameter is the tensile strength of rock [1, 2]. Direct tensile testing (DTT) is one of the most reliable methods for determining this strength and is independent of the constitutive response of a material [3, 4]. However, performing valid direct tensile tests is challenging. Preparing the dog bone-shaped specimens required for these tests is difficult, and stress concentrations at the ends of specimens often lead to failure away from the midpoint [5-7]. To use the direct methods, empirical equations from the literature are typically used, and/or numerous rock samples are tested in the laboratory. However, physical experiment is usually time-consuming and costly. Meanwhile, some indirect methods for assessing the tensile strength have been proposed [8-10]. The classical indirect testing methods include the ring test [11-13], wedge splitting test [14], three-point or four-point beam bending tests [15-17], hollow cylinder test [18], unconfined expansion test [19], point load test [20, 21], and Brazilian test [22, 23]. The Brazilian split test (BST) is the most commonly used indirect method to determine the tensile strength of rock-like materials, which is the recommended test method by the International Society for Rock Mechanics (ISRM) [24, 25]. However, the Brazilian test has been criticized since it was initially proposed due to the test results varying with loading rate [26-28], specimen size [29-31], experimental materials [32, 33], jaw’s curvature [34], and testing standards [35]. In order to carry out a valid Brazilian test, researchers proposed plenty of modified Brazilian test methods [36-40].Several factors control the tensile strength of rock materials, for example discontinuities, foliation, lamination, mineral composition, cementing material, hardness, and porosity [41-43]. Discontinuities, foliation, and la
8 MPa 时,孔的顶部和底部会出现损坏元素。在图 9 中,蓝色元素表示孔底部出现严重破坏。此时,模型的最大拉伸应力大于测试材料的抗拉强度,最大拉伸应力与施加载荷不再服从线性关系。公式 (3) 是模型处于弹性阶段时最大拉伸应力与施加载荷之间的关系,可视为抗拉强度计算公式。如果可以获得模型破坏开始时的外加载荷,则可将模型破坏开始时的外加载荷代入抗拉强度计算公式,计算出材料的实际抗拉强度。为了验证本文提出的新方法的有效性,我们使用了 DTT、BST、三点弯曲试验(TPBT)和 SPT 来测试前面提到的工程砂浆的抗拉强度。UCT 与图像采集系统结合使用,以确定出现初始裂缝时试样的荷载。载荷由 WAW-1000B 机械试验机产生,最大载荷为 1000 kN。图像采集系统的主要部件是两台高速摄像机。为了更好地捕捉模型的初始裂纹载荷,在靠近加载面的圆孔内表面安装了应变计,并将应变突变对应的加载载荷作为模型的初始裂纹载荷。UCT 与图像采集系统结合的实景图如图 10 所示,实验结果见表 2。实验结果表明,初始开裂力平均为 22.02 kN,相应的初始开裂压力平均为 2.78 MPa。将 2.78 兆帕的初始开裂压力代入公式(3),即可得出实验砂浆的抗拉强度。经过计算,试验砂浆的抗拉强度为 3.09 兆帕。高速摄像机拍摄的图像(见图 10)显示,初始裂缝出现在孔的顶部和底部,这与数值模拟中受损元素的分布一致。裂纹的产生和发展始于拉应力最大的区域,这确保了新方法在测试材料抗拉强度方面的有效性。DTT 使用直径 46 毫米、长 100 毫米的圆柱形试样进行,以确定测试砂浆的抗拉强度。如图 11 所示,在试样的顶部和底部粘接了两个钢连接螺栓,钢连接螺栓与 WDW-30 型微电脑控制电子万能试验机的夹头连接,最大载荷为 30 kN。试验机的上夹头是可旋转的,这确保了试样受到纯拉伸应力。对砂浆圆柱形试样进行了 DTT 试验。试验后,试样的破坏截面近似水平,表明试样在拉伸模型中破坏。如表 3 所示,平均抗拉强度为 3.14 MPa。SPT 考虑了材料的异质性,SPT 与 DTT 的抗拉强度差小于 2%,这表明 SPT 方法是测试岩类异质性材料抗拉强度的有效方法。本研究提到的材料抗拉强度测试方法采用规则形状的试样,可以避免加载过程中的偏心压缩或应力集中,测试结果的离散性小。BST 是国际岩石力学学会(ISRM)和美国材料试验学会(ASTM)推荐的测定岩石类材料抗拉强度的方法。抗拉强度可通过公式 (4) 计算得出,其中 P 为外加载荷,D 为圆盘直径,T 为圆盘厚度。考虑到 ISRM 和 ASTM 的建议,本研究中巴西圆盘的直径为 50 毫米,厚度为 20 毫米(图 12(a))。试样的加载速率设定为 0.5 毫米/分钟。本研究采用的另一种测试方法是 TPBT,测试梁的宽度和高度均为 40 毫米,两个底座的距离为 100 毫米(图 12(b))。
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引用次数: 0
Insight into the Evolution of the Eastern Margin of the Wyoming Craton from Complex, Laterally Variable Shear Wave Splitting 从复杂、横向变化的剪切波分裂洞察怀俄明克拉通东缘的演变
IF 2.4 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2024-07-05 DOI: 10.2113/2024/lithosphere_2024_117
Andrew Birkey, Heather A. Ford, Megan Anderson, Joseph S. Byrnes, Maximiliano J. Bezada, Maxim Shapovalov
Dense seismic arrays such as EarthScope’s Transportable Array (TA) have enabled high-resolution seismic observations that show the structure of cratonic lithosphere is more heterogeneous and complex than previously assumed. In this study, we pair TA data with data from the Bighorn Arch Seismic Experiment and the Crust and lithosphere Investigation of the Easternmost expression of the Laramide Orogeny (CIELO) to provide unprecedented detail on the seismic anisotropic structure of the eastern margin of the Wyoming Craton, where several orogens emerged from nominally strong cratonic lithosphere during the Laramide Orogeny. In this study, we use the splitting of teleseismic shear waves to characterize fabrics associated with deformation in the Earth’s crust and mantle. We constrain distinct anisotropic domains in the study area, and forward modeling shows that each of these domains can be explained by a single layer of anisotropy. Most significantly, we find a fast direction in the southern part of the Powder River Basin, which we refer to as the Thunder Basin Block (TBB), that deviates from absolute plate motion (APM). This change in splitting behavior coincides with changes in other modeled geophysical observations, such as active source P-wave velocity models, potential field modeling, and seismic attenuation analysis, which all show a significant change moving from the Bighorn Mountains to the TBB. We argue that these results correspond to structure predating the Laramide Orogeny, and most likely indicate a Neoarchean boundary preserved within the lithosphere.The Wyoming Craton is an Archean to Proterozoic block of lithosphere situated in the center of the North American continent (Figure 1) often divided into three main subregions: in decreasing order of age, the Montana metasedimentary province in the northwest, the Beartooth–Bighorn magmatic zone across the middle, and the southern accreted terranes in the southeast [1]. By ~2.5 Ga, all three subregions were cratonized and assembled as a distinct block of lithosphere [2]. Following cratonization, the Wyoming Craton’s interaction with the other cratons of Laurentia is debated. There is general agreement that terminal collision in Northern Laurentia between the Superior Craton, Hearne-Rae Craton (for location, Figure 1), and Slave Craton of northwestern Canada began earlier (~1.815 to 1.780 Ga) than in southern Laurentia between the Wyoming and Superior cratons (~1.750 to 1.700 Ga). It is unclear whether this represents one orogenic event (i.e. the Trans-Hudson Orogeny [THO]) or several discrete events, with some authors referring to the southern portion of the THO as the Black Hills or Dakotan Orogeny [3-5]. Following the formation of Laurentia, the Wyoming Craton was tectonically quiescent until ~80 Ma, when flattening of the Farallon slab initiated the Laramide Orogeny [6-9]. Cratons are assumed to be stable, thick lithosphere resistant to deformation or destruction under most circumstances [
高密度地震阵列(如 EarthScope 的可移动阵列 (TA))实现了高分辨率的地震观测,显示板块岩石圈的结构比以前假设的更加异质和复杂。在本研究中,我们将可移动阵列数据与比格霍恩拱地震实验数据以及拉氏造山运动最东端地壳与岩石圈调查(CIELO)数据配对,提供了怀俄明克拉通东缘地震各向异性结构的前所未有的细节,在拉氏造山运动期间,怀俄明克拉通东缘从名义上坚固的板块岩石圈中产生了几个造山运动。在这项研究中,我们利用远震剪切波的分裂来描述与地壳和地幔变形相关的结构。我们对研究区域内不同的各向异性域进行了约束,前向建模显示,这些域中的每一个都可以用单层各向异性来解释。最重要的是,我们在粉河盆地南部发现了一个偏离绝对板块运动(APM)的快速方向,我们将其称为雷霆盆地块(TBB)。这种分裂行为的变化与其他地球物理观测模型的变化相吻合,如活动源 P 波速度模型、势场模型和地震衰减分析,这些模型都显示了从比格霍恩山脉到 TBB 的显著变化。我们认为,这些结果与拉雷米亚造山运动之前的结构相对应,很可能表明岩石圈中保留了新元古代的边界。怀俄明克拉通是位于北美大陆中心的阿新世至新生代岩石圈块体(图 1),通常被划分为三个主要亚区:按年龄递减顺序,西北部为蒙大拿变质岩带,中部为熊牙-大角山岩浆带,东南部为南部增生地块[1]。到约 2.5 Ga 时,所有这三个亚区都发生了克拉通化,并组合成一个独特的岩石圈块[2]。在克拉通化之后,怀俄明克拉通与劳伦提亚其他克拉通的相互作用还存在争议。人们普遍认为,劳伦提亚北部的苏必利尔克拉通、赫恩-雷克拉通(位置见图1)和加拿大西北部的斯拉夫克拉通之间的末端碰撞(约1.815-1.780Ga)要早于劳伦提亚南部的怀俄明和苏必利尔克拉通之间的碰撞(约1.750-1.700Ga)。目前还不清楚这代表的是一个造山事件(即跨哈德逊造山带[THO])还是几个独立的事件,一些学者将跨哈德逊造山带的南部称为黑山造山带或达科他造山带[3-5]。劳伦提亚形成后,怀俄明克拉通在构造上一直处于静止状态,直到大约 80 Ma 时,法拉伦板块的扁平化引发了拉里酰胺造山运动[6-9]。人们假定克拉通是稳定、厚实的岩石圈,在大多数情况下可抵抗变形或破坏[10],但在整个怀俄明克拉通,地壳在拉氏造山运动期间发生了以基底为中心的隆起变形(即风河山脉、花岗岩山脉、猫头鹰溪山脉、比格霍恩拱门、拉拉米山脉和黑山;图 1)。怀俄明克拉通东部边缘的位置仍存在争议:一些研究认为,根据黑山和整个怀俄明克拉通隆起中岩石的阿契安时代[2, 11],以及来自黑山的锆石碎片的年龄[12],克拉通延伸穿过黑山。然而,布莱克山的小麋鹿花岗岩[11]与比格霍恩山脉的阿歇安火山岩[13]的年龄相差约 300 Myr。还有人认为比格霍恩拱东部边缘的边界更偏西。这一论点的依据是地壳尺度西倾地震反射体的存在,该反射体可能反映了前寒武纪缝合带与比格霍恩山脉以东的磁接触[14]。磁电研究显示了一个从加拿大北部延伸到夏安带的高导异常[15]。Bedrosian 和 Finn [15] 将其称为北美中原异常,并认为它与 THO 和劳伦提亚的形成有关。这种解释将怀俄明克拉通的东缘置于黑山以东。鉴于这些研究的解释存在分歧,有关怀俄明克拉通的主要悬而未决问题如下:克拉通的东部边缘在哪里?拉氏造山运动是否影响怀俄明克拉通地壳和地幔岩石圈的物理状态(如坚固完整或减弱失稳)?岩石圈的现状与克拉通的形成和演化有何关系?在这项研究中,我们利用剪切波分裂(SWS)来研究这些问题。SWS 可以提供对动态和静态地幔的重要见解。
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引用次数: 0
Integrated Simulation for Microseismic Fracture Networks with Automatic History Matching in Tight Oil Development: A Field Case from Block Y2 in Ordos Basin, China 致密油开发中的微地震断裂网络综合模拟与自动历史匹配:中国鄂尔多斯盆地 Y2 区块油田案例
IF 2.4 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2024-07-05 DOI: 10.2113/2024/lithosphere_2023_305
Xulin Du, Yanchun Su, Renyi Cao, Maojun Fang, Yajun Zheng, Linsong Cheng, Jinchong Zhou
The reliability of forecasts, fracture design, and recovery enhancement strategies in tight oil reservoirs is significantly compromised by the substantial uncertainties associated with fracture characterization. This article introduces an integrated simulation workflow for modeling microseismic fracture networks in tight oil reservoirs, incorporating automatic history matching, as illustrated through a field case study from block Y2 in the Ordos Basin, China. The model stochastically generates the geometry of complex fracture networks (CFNs), including parameters such as length, aperture, inclination and azimuth angles, and spatial positioning, constrained by data from hydraulic fracturing, core analyses, and microseismic monitoring. It employs a stochastic parameterization model to produce an ensemble of initial CFN property realizations and utilizes an advanced Green function-based hierarchical fracture model to accurately depict CFN morphology. The model is further refined, and its uncertainty in fracture characterization is minimized through calibration with an innovative Ensemble Kalman Filter-based assisted history-matching algorithm. Evidence suggests that this comprehensive approach effectively leverages all available geological data, substantially reduces uncertainties in the production process, and aids in identifying the optimal development strategy.Unconventional reservoirs are characterized by ultra-low permeability, high displacement resistance, and low productivity, primarily due to the presence of nanopores and fine throats within the tight matrix. Extensive experience in successfully extracting hydrocarbons from these reservoirs has demonstrated that creating complex fracture networks (CFNs) through multistage hydraulic fracturing represents one of the most effective strategies for boosting oil production [1-3]. However, accurately modeling CFNs presents significant challenges due to substantial uncertainties, leading to increased difficulties in the precise numerical simulation of unconventional reservoirs [4]. Additionally, the disconnect between geological and petroleum engineering disciplines impedes reservoir engineers from fully leveraging geological data in production planning, constituting another significant factor contributing to these challenges.Obtaining fracture morphology through conventional characterization methods is challenging. To enhance the assessment of fracture occurrence, propagation, and the effects of refracturing, microseismic monitoring has been employed to provide essential geological information, as illustrated in Figure 1. While microseismic monitoring data, collected during hydraulic fracturing, enables the analysis of fracture spatial distribution, accurately characterizing CFNs from microseismic events remains a technically demanding task. Currently, methods for reconstructing fracture networks based on microseismic interpretation are categorized into two approaches. The first relies on hydraulic
在 EnKF 中,模型状态向量包括参数向量 m、状态变量 u 和观测数据 d,如图所示:其中,O 表示 Nd×(Nm+Nu)-dimensional 矩阵,矩阵中所有元素均为 0;Nd 为空间维度;Hk 为观测矩阵;yk 为观测状态向量;I 表示 Nd×Nd-dimensional 的标识矩阵。引入观测矩阵后,我们可以进一步得到,其中 CYkp 是状态向量的协方差矩阵,CYkp,Dk 是动态生产梯度矩阵模型的状态向量预测值与生产数据预测值的交互协方差矩阵。利用式(13)、(17)和(18),可以得到 EnKF 的更新表达式:其中 yk,j 表示第 j 个储层模型对应的状态向量。在预测过程中,所有数据在时间上相互独立前进,如:其中 F 是预测算子,也是水库模拟器。卡尔曼核矩阵 Kk 定义为式(21),则更新公式可转化为式(22)。(EnKF 过程包括以下步骤:首先,用户必须采用统计技术,根据现有的经验数据或物理场信息创建数据集。生成的数据量通常应是相关变量的两倍。数据生成阶段完成后,将通过 EnKF 更新渗透率等参数。这些更新的时间根据用户定义和生成数据的位置来设定。EnKF 不仅可以修改参数,还可以调整状态向量,包括饱和度和压力水平。在使用这些新参数进行后续计算步骤之前,必须刷新当前计算的饱和度和压力场。如图 9 所示,这一操作将有效地重新校准接下来计算的初始条件。这个迭代过程一直持续到所有更新都应用完毕,最终得到一个能最大程度准确反映地下储层物理特性和流体动力学的参数场。致密油藏的平均基质孔隙度为 0.12,平均基质渗透率为 0.34 毫达西(mD)。两口井都进行了压裂,CP-1 井分为 22 个阶段,每个阶段注入 1897 立方米压裂液和 134 立方米支撑剂。同样,CP-2 井经过 23 个阶段的压裂,每个阶段平均注入 1683 立方米的液体流体和 134 立方米的支撑剂。微地震监测跨越了 CP-1 的 1-22 段和 CP-2 的 2-23 段,有助于采用前面讨论的方法重建、模拟和完善活动压裂网络:(1) 能量过滤:将微震能量在可解释的合理范围内的点分离出来;(2) 空间过滤:在断裂网络重建的连续分析过程中,根据微震点的空间位置将其排除在外。天然断裂建模需要定义主要参数,包括断裂的位置、长度和走向。微震事件确定了天然断裂的位置,并假设每次微震事件都会产生一条天然断裂。这些天然裂缝的高度与储层厚度一致,位于储层的中点。岩心和图像测井分析可提供方位角、倾角、长度和孔径等数据,从而确定每条裂缝属性的频率分布,如表 1 所列。水力压裂的特征由泵送特性决定,CP-1 和 CP-2 井的泵送能力分别详见表 2 和表 3。如图 10 所示,通过模拟水力裂缝和天然裂缝的相互作用和扩展,建立了微震裂缝网络模型。其中,图 10(a)以黑色圆圈表示微震事件发生的位置,圆圈内的线条表示天然裂缝的走向。图 10(b) 显示了不同尺度的裂缝:水力裂缝用红线标出,诱发裂缝用蓝色标出,天然裂缝用绿色标出。 图 16 描述了整个周期的石油日产量趋势,包括初始压裂、高级注水、关井、再压裂和产量预测阶段。产量预测是根据 CP-1 和 CP-2 井生产数据的自动历史匹配进行数值模拟得出的。结果表明,在先进注水和压裂之后,两口井的预期后续产量明显超过了缺乏能量补充的情况。因此,在压裂前采用注水来增加地层能量被证明是提高致密油藏生产率的有效策略。本文介绍了一种结合前向建模和反演校正的综合工作流程,为一个油田案例提供了多种益处。首先,利用微地震数据对 CFN 进行正演建模,可准确描述水力裂缝的分布和扩展情况。利用 GEM 和结构网格进行先进的裂缝建模,可以精确描述和模拟致密油藏中的流体动力学。通过 EnKF 辅助历史匹配得出的石油产量估计值与实际油田数据非常吻合。通过将储层模拟、微地震裂缝前向建模、详细的裂缝网络表征和 EnKF 辅助匹配相结合,该方法有效地协调了历史产量数据,清晰地划分了 CFN 系统,并将不确定性降至最低。本研究得到了国家自然科学基金(批准号:52174038)和中国石油科技计划(ZLZX2020-02-04)的资助,感谢中国石油大学(北京)石油工程学院流体力学与储层数值模拟团队的教授和同学们的帮助和支持。特别要感谢石俊杰博士和杨晨旭博士的学术指导。
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引用次数: 0
Re−Os Isotope and PGE Abundance Systematics of Coast Range Ophiolite Peridotites and Chromitite, California: Insights into Fore-Arc Magmatic Processes 加利福尼亚海岸山脉蛇绿岩橄榄岩和铬铁矿的 Re-Os 同位素和 PGE 丰度系统学:洞察前弧岩浆过程
IF 2.4 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2024-07-05 DOI: 10.2113/2024/lithosphere_2024_154
Sung Hi Choi, Samuel B. Mukasa, John W. Shervais, Igor S. Puchtel
We report platinum-group element (PGE) and Re concentrations, and Re−Os isotopic data for peridotites and podiform chromitite from the mid-Jurassic Coast Range ophiolite (CRO), California. Our aim is to provide insights into the formation and evolution of the CRO in a fore-arc tectonic setting. The CRO peridotites are divided into two groups: abyssal and supra-subduction zone (SSZ). They have Ir-group PGE concentrations similar to estimates for the primitive mantle and nearly chondritic relative abundances [(Os/Ir)N ≈ 1.1]. Abyssal-type peridotites have slightly subchondritic Pd-group PGE (PPGE)−Re abundances and flat chondrite-normalized patterns, whereas the SSZ-type ones are depleted overall with highly fractionated PPGE−Re patterns. The CRO peridotites have 187Os/188Os values of 0.1188 to 0.1315 (γOs = −8.3 to 1.4) and 187Re/188Os ranging from 0.022 to 0.413. The oxygen fugacity based on the V/Yb ratios of the CRO peridotites is equivalent to the fayalite−magnetite−quartz buffer. The abyssal-type peridotites are residues after ≤5% melting of the primitive upper mantle and represent a remnant of oceanic lithosphere trapped in an SSZ setting but before it was re-melted or modified by subduction processes. The abyssal-type peridotites yield an aluminachron model age of ~1.5 Ga, implying that the CRO mantle had experienced episode(s) of melt extraction before the CRO crust was formed. The SSZ-type peridotites are refractory residues after ~5% to 15% melting. Extraction of fore-arc basalts generated mainly by decompression melting resulted in the SSZ-type peridotites. The chromitite has 187Os/188Os value of 0.1250 (γOs = −3.5) and PGE−Re patterns complementary to that of boninite, indicating a genetic link to fore-arc magmatism.Ophiolites are sections of the Earth’s oceanic crust and the underlying upper mantle that have been tectonically emplaced into continental margins, providing important insights into the processes of plate tectonics, the composition of the oceanic crust and mantle, and the dynamics of Earth’s interior. Ophiolites are also valuable as ore deposits hosting precious metals, including platinum-group elements (PGEs), ferrous metals (Cr, Mn, and Ti), and base metals (Co, Cu, and Ni). The oceanic crust preserved in ophiolites may form in any tectonic setting during the evolution of ocean basins, from the mid-ocean ridge to subduction initiation and final closure [1]. The Coast Range ophiolite (CRO) is a mid-Jurassic (~172 to 161 Ma) ophiolite terrane in central California, extending over 700 km from Elder Creek at its northernmost segment extent to Point Sal at its southernmost terminus [2-5] (Figure 1). Petrologic and geochemical data indicate its formation in a supra-subduction zone (SSZ) fore-arc setting, probably above the east-dipping proto-Franciscan subduction zone [2, 6, 7]. Initiation of the subduction is considered to have possibly started along a large-offset transform fault zone, when an exotic or fringing is collided w
因此,Re-Os同位素系统在确定橄榄岩中熔体耗竭事件的年代方面具有巨大的潜力[23]。熔融残余物中的高浓度 Os 使 Os 同位素组成不受后续变质过程的影响。在无水部分熔融过程中,Os 和 Ir 的分馏作用并不明显[20, 21]。了解 CRO 的起源对于揭示科迪勒拉大陆边缘的中生代演化至关重要,其发展对其他大陆边缘蛇绿岩的起源也有影响,并提供了与现代洋内前弧(如伊豆-波宁系统;[27, 28])的比较点。前弧地幔的 PGE 成分迄今鲜有报道,但我们已经指出,它们有可能为熔融过程提供一些深刻的见解。本研究提供了CRO橄榄岩和一个荚状色锂辉石的PGE丰度和Re-Os同位素数据。CRO是与下伏中生代晚期-古新世早期弗朗西斯科岩群断层接触的肢解洋岩序列,上覆侏罗纪上侏罗统大山谷序列地层[3, 4, 29]。蛇绿混杂岩(辉长岩、闪长岩、玄武岩和安山岩)是蛇绿混杂岩中最丰富的岩性,但蛇纹石化橄榄岩构造岩也广泛分布,在某些地区还是最主要的岩性[30-32]。蛇绿岩的火成岩主要是透辉玄武岩和玄武安山岩,具有弧状亲缘关系,较少见的有倭黑质、安山岩和原始橄榄石-闪长玢岩[3, 4]。萨克拉门托山谷北部(Elder Creek、Stonyford)和迪亚布洛山脉(Del Puerto Canyon、Llanada)具有广泛地壳剖面的 CRO 地点的特征是常见的长英质火山岩(安山岩、"角闪岩")和浅成岩,包括闪长岩、辉长岩和具有钙碱性亲缘关系的 trondhjemite [9,33-35]。长英质钙碱性系列岩石覆盖或横切较古老的弧状透辉石系列岩石,并被晚期 MORB 类熔岩和尖晶岩覆盖或横切 [4,35]。根据与蛇绿岩相关的长花岗岩和石英闪长岩的 U-Pb 锆石年龄,以及位于 Stonyford 的玄武岩玻璃的 Ar-Ar 年龄,CRO 的年龄在 ~172 Ma 到 ~161 Ma 之间 [3、5、36]。高分辨率的 U-Pb 锆石化学磨蚀年龄确定了 161.2 至 167.9 Ma 的较小年龄范围[3, 36]。最年轻的年龄(〜161.2 ± 0.1 Ma)是德尔波托蛇绿岩中的长英质尖晶石;最古老的年龄来自 Elder Creek(〜167.9 ± 0.3 Ma)。大多数 CRO 地点的年龄紧紧集中在 ~165 Ma,包括火山玻璃上的 Ar-Ar 年龄(164.2 ± 0.7 Ma),这表明俯冲开始得很快,形成间隔很短,约为 700 万年。铬铁矿以不规则的荚状和透镜状出现在云英岩中。取样地点如图 1 所示,包括 Chrome(红山)附近的灰鹰矿、黑钻石岭(石福火山群以北)、小石溪(石福火山群以南)、德尔波托峡谷和布尔罗山。根据矿物化学成分,之前的研究[2, 12]将 CRO橄榄岩分为两类:深海橄榄岩和 SSZ橄榄岩。深渊橄榄岩是尖晶石黑云母,其特征是高铝尖晶石(Cr# = ~15)以及辉石中相对较高的 Al、Ti、Na 和稀土元素(REE)丰度;而 SSZ 橄榄岩是难熔尖晶石哈兹堡垒岩,其特征是高铬尖晶石(Cr# = ~40-73)以及辉石中极低的 Al、Ti、Na 和 REE 丰度;来自 SSZ 地区的白云石和正长石具有最高的 Cr#s (74-77)。深海型橄榄岩被认为是被困在 SSZ 环境中但尚未被俯冲过程改变的残余大洋岩石圈[6]。SSZ型橄榄岩被解释为代表俯冲带上方地幔楔的部分熔融,形成玄武岩(Cr#s = ~40-55的橄榄岩)或盂兰石(Cr# = 70-76的哈兹堡岩和云英岩);后一组橄榄岩包括铬铁矿(Cr#s = 76-79)和正长石(Cr# = 74),可能代表盂兰石累积。本研究获得了来自黑钻石岭的三个深海橄榄岩样本和来自小石溪、德尔波托峡谷和布尔罗山的五个 SSZ 橄榄岩样本。 此外,还有一个来自灰鹰矿的铬铁矿,在这个样本中,SSZ 型高铬尖晶石是主要的组成矿物[2]。我们的样本代表了地理范围广泛的五个不同地区,先前的研究[2, 6, 12]显示了它们内部的相似性(黑钻岭蛭石除外),表明它们在岩石学和构造上相互关联。深海橄榄岩代表了大偏移转换大洋岩石圈的残余,我们在其他地方提出,原法兰西俯冲是沿着这条断裂带开始的[6]。REE模型显示,深海橄榄岩是贫化MORB地幔(DMM)源在石榴石稳定场中干熔化约3%后的残留物(随后在较浅的深度转化为尖晶石蛭石),而SSZ橄榄岩是在尖晶石稳定场中进一步熔化约15%-20%后形成的,可能是在含水条件下形成的[12,37]。用金刚石锯将从地表露头采集的约 200-300 克重的手工标本切割成 1-2 厘米厚的石板,以去除任何蚀变痕迹。用碳化硅砂纸打磨石板各面以去除锯痕,在去离子水中冲洗、干燥,然后用氧化铝面颚式破碎机破碎。破碎样品的 50 克等分样品在装有氧化铝研磨容器和研磨棒的破碎箱中进行预研磨,然后在氧化铝面盘磨机中重新研磨成面粉级粉末;所得粉末等分样品用于地球化学分析。加拿大安大略省 Actlabs 公司使用偏硼酸锂/四硼酸盐熔融和电感耦合等离子体 (FUS-ICP) 仪器以及 ICP 质谱仪 (ICP-MS) 分别测定了整块岩石的主要元素和痕量元素浓度。美国地质调查局(USGS)的标准样品(DNC-1、SY-4 和 BIR-1a)与未知样品一起进行了分析。主要元素的精确度在 5%以内,大多数微量元素的精确度在 10%以内。为了获得 Re-Os 同位素和高嗜硒元素(HSE)丰度数据,我们采用了 Puchtel 等人[38]的详细分析方案。将大约 1.5 克全岩橄榄岩和 300 毫克铬铁矿粉末、6 毫升三蒸馏浓 HNO3、3 毫升三蒸馏浓 HCl 以及适量的 185Re-190Os 和 PGE(99Ru、105Pd、191Ir 和 194Pt)混合尖晶石密封在经内部双重清洁、冷却的 25 毫升 Pyrex™ 硼硅酸盐 Carius 管中,加热至 270°C 96 小时。用 CCl4 溶剂萃取法[39]从酸溶液中萃取锇,再反萃取到浓 HBr 中,然后通过微蒸馏法[40]纯化。Ru、Pd、Re、Ir 和 Pt 采用阴离子交换色谱法进行分离和纯化,该方法是根据 [41] 的方案修改的。所有样品都是在马里兰大学学院帕克分校同位素地球化学实验室使用 ThermoFisher Triton 质谱仪的二次电子倍增器检测器进行分析的。所有样品测量的 187Os/188Os 比率的运行精度在 0.03% 至 0.06% 之间。在本次分析之前的两年时间里,对内部约翰逊-马特希 Os 标准的 500 pg 样品所测得的 187Os/188Os 比率平均为 0.11377 ± 10(2 SD,N = 64)。这个 187Os/188Os 平均值在 IGL Triton [43] 法拉第杯上测量的约翰逊-马修 Os 标准平均 187Os/188Os = 0.1137950 ± 18 的不确定性范围内;因此,没有进行仪器质量偏差修正。获得的 2SD 不确定度表征了同位素分析的外部精确度(0.09%),用于估算本研究中每个样品所测得的 187Os/188Os 比值的真实不确定度。Ru、Pd、Re、Ir 和 Pt 的测量是在马里兰大学学院帕克分校等离子体实验室的 ThermoFish
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引用次数: 0
Complex Segment Linkage Along the Sevier Normal Fault, Southwestern Utah 犹他州西南部塞维尔正断层沿线的复杂地段联系
IF 2.4 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2024-06-19 DOI: 10.2113/2024/lithosphere_2023_332
Wanda J. Taylor, Benjamin Surpless, Ilsa M. Schiefelbein Kerscher
Major normal fault systems are composed of segments that link as displacement accumulates, with linkage zone characteristics that reveal fault zone evolution. The steeply west-dipping Sevier fault zone in southwestern Utah, displays a complex fault network that developed between two long (>10 km), en echelon segments near the town of Orderville. Geologic map data and cross-sections of the transfer zone between the Mt. Carmel segment in the south and the Spencer Bench segment in the north reveal more than ten normal faults and four relay ramps displaying a range of geometries, including two relay ramps that display ramp-parallel folds. We suggest that transfer zone deformation was initially dominated by faults subparallel to the primary segments with later cross-faults that hard-linked these faults across most of the transfer zone. When the transfer zone was a soft-linked system, a displacement deficit likely existed relative to fault segments to the north and south. This early fault configuration would have reduced the efficiency of slip propagation associated with major earthquakes (>M7.0). In contrast, the present-day transfer zone, with a complex but hard-linked fault network, shows displacements that transition smoothly from the higher displacement (~800 m) southern segment to the lower displacement (~400 m) northern segment. That transition, combined with extensional strain within the zone, suggests that the Orderville fault network would be unlikely to impede propagation associated with future major earthquakes. The kinematic model of fault evolution presented here has implications for those investigating geothermal energy potential, groundwater flow, natural gas and oil reservoirs, mineral deposit formation, or seismic hazards.Over the past several decades, researchers have demonstrated that major normal fault systems are commonly segmented in map view and at depth, with segment linkage zone characteristics that can be used to reveal how long (10s–100s of km) fault zones evolve [1-10]. The interactions of fault segments at linkage zones perturb the local stress field, may permit slip transfer between fault segments, and can influence the formation of relay ramps, minor faults, and fracture networks [6, 11-13]. These fractures may promote fluid flow within a rock volume, so are important for evaluating oil and gas exploration, groundwater flow, and geothermal energy potential [13-17]. If heat flow is high enough, the intensely fractured damage zones associated with fault segment linkage [18] may be excellent targets for geothermal energy production [19-22]. Thus, a better understanding of fault network evolution and associated damage zone development will help future scientists more effectively target locations with high potential for geothermal energy production. In addition, because the entire length of long (from several km to over 100-km long) normal faults does not rupture during a single earthquake, linkage zones between segments play
主要的正断层系统是由随着位移的累积而连接起来的区段组成的,其连接区的特征揭示了断层带的演变过程。犹他州西南部陡峭西倾的塞维尔断层带显示了一个复杂的断层网络,该网络是在奥德维尔镇附近两个较长(大于 10 公里)、呈梯状的断层段之间形成的。卡梅尔山地段和斯宾塞长凳地段之间的转移带的地质图数据和横断面显示了十多条正常断层和四条中继斜坡,其几何形状各不相同,其中两条中继斜坡显示了斜坡平行褶皱。我们认为,转换带的变形最初以与主断层段不平行的断层为主,后来出现的交叉断层将这些断层在转换带的大部分地区硬连接起来。当转换带是一个软连接系统时,相对于北部和南部的断层段可能存在位移不足。这种早期的断层构造会降低与大地震(>M7.0)相关的滑移传播效率。与此相反,现今的转换带拥有复杂但联系紧密的断层网络,其位移从位移较高(约 800 米)的南段平滑过渡到位移较低(约 400 米)的北段。这种过渡,加上区内的伸展应变,表明奥德维尔断层网不太可能阻碍未来大地震的传播。在过去的几十年里,研究人员已经证明,主要的正断层系统通常在地图上和深度上都是分段的,分段连接区的特征可以用来揭示长断层带(10 几公里到 100 几公里)是如何演化的[1-10]。断层段在连接区的相互作用会扰动局部应力场,可能允许断层段之间的滑移转移,并影响中继斜坡、小断层和断裂网络的形成[6, 11-13]。这些断裂可促进岩体内的流体流动,因此对评估油气勘探、地下水流和地热能源潜力非常重要[13-17]。如果热流量足够大,与断层段连接[18]相关的密集断裂破坏带可能是地热能源生产的绝佳目标[19-22]。因此,更好地了解断层网络的演化和相关破坏带的发展,将有助于未来的科学家更有效地锁定地热能源生产潜力大的地点。此外,由于长(从几公里到 100 多公里长)正断层的整个长度在一次地震中不会发生破裂,因此断层段之间的连接区在地震危险评估中发挥着重要作用[23-28]。对于长度从几米到 100 多公里的正常断层而言,独立断层的联结导致的断层增长包括传播、局部应力场相互作用、可能形成的中继斜坡以及联结[5, 6, 34]。联动区还可能形成明显的突出(断层系统中凸向悬壁的几何弯曲)[35, 36]。在大多数联系带中,近平行的单个断层在其顶端具有位移最小值,由此产生的合成断层段(1)显示平行或近平行的走向,(2)将滑移从一个断层转移到另一个断层,(3)显示极性相反的位移梯度[12, 13, 33, 34, 37]。然而,联系带可能并不简单;多断层(涉及多个联系带)系统的三维几何复杂性才刚刚开始显现[例如,37-41]。对复杂联系带的详细实地调查可以证明这种复杂性的范围,例如位于犹他州南部盆地和山脉-科罗拉多高原过渡带(图 1)的塞维尔中央断层沿线暴露的联系带。分段的塞维尔-托罗韦普正断层(在犹他州称为塞维尔,在亚利桑那州称为托罗韦普)可从亚利桑那州的大峡谷向北追溯到犹他州的中新世马里斯韦尔火山带,在那里它失去了分立的特征[42](图 1)。塞维尔断层可能起源于中新世[35, 43],根据断层长度和地表断裂的存在,可产生明显的地震动和/或地表破裂地震[43-47]。 因此,中继斜坡继续变形以保持悬壁和底壁的连接[34],但断层段顶端的相互作用减缓了每条断层的传播速度[12, 59]。由于中继斜坡有助于适应断层段的位移梯度,因此中继斜坡的几何形状与边界断层的位移梯度有关:几何形状更复杂的中继斜坡导致更复杂的位移梯度[6, 29, 60]。此外,沿边界断层的位移梯度越大,斜坡越陡[29, 58]。如果斜坡倾角的陡度超过某个临界值,中继斜坡最终会被连接断层突破,通常是在斜坡的底部或顶部(图 2(e))[61],通过交叉断层和断裂网络将断层段硬连接起来[11, 34, 61]。研究人员可根据对断层几何形状和运动学指标的地表观测,以及疤痕、底壁结构和/或地震震中的位置,确定断层段边界[24, 63-66]。然而,许多地段边界并不是离散的,而是一个宽阔、复杂的断层带[67]。重要的是,几何和结构区段边界(图 2(f))都可能在地震中控制断裂终止的位置[63, 68, 69],因此识别和分析塞维尔中央断层沿线的这些类型的区段边界有助于评估断层发展和地震危险。几何区段可通过断层带形态的变化(弯曲、阶跃、梯状断层)、断层痕迹方向和位移的变化或断层带中断层区段之间的间隙来识别(图 2(f))[70,71]。几何区段边界通常表现为走向的急剧变化,可能会形成一个突出部。这些走向变化通常发生在连接区内。结构区段边界出现在影响滑移分布和/或断层尖端应力场的已有结构不连续处(图 2f)[69,70]。构造不连续性通常与较古老的构造有关,这些构造可能是较古老的断层或褶皱,其走向与分段断层成较大角度(图 2(f))。断层所穿过的地质材料的变化(例如,从相干岩石到断层破碎带再到相干岩石的变化)可能是构造分段边界的一个特征[67, 71]。事实上,沿着附近的飓风断层(图 1)进行的研究表明,最近的地震破裂仅限于几何边界之间的地段 [74]。研究人员认为,在大(7.0 级以上)地震中,正断层沿线的几何或结构区段边界可能对地震破裂影响不大[4, 65]。然而,较小(如 M3.0)的地震通常只破裂一个区段,因此几何或结构区段边界可作为破裂传播的障碍[69, 70]。Zhang等人[52]的研究表明,能够阻止地震破裂的地段边界的大小似乎与长度和破裂时的位移成正比。地震地段边界被定义为断层上至少有两次地震破裂终止的位置,这表明同一边界可能因此阻止未来的地震破裂[63, 68]。虽然可以通过古地震学评估和历史地震的断层数据评估来记录地震段边界[52],但我们也可以评估地震段边界总位移的变化,如果地震段边界在多次地震周期中始终是地震传播的障碍,则可能会引起突然的变化[75-78]。在野外,如果多条地震断裂终止于某一地段边界,我们可能会观察到一个区域,该区域通常包含多条断层裂缝以及明显断裂、破碎和断层的岩石[67]。该过渡带的地质特征从盆地和山脉式延伸变形转变为变形较小、相对稳定的科罗拉多高原[79]。在北部,过渡区域较窄,大部分延伸沿犹他州盐湖城附近的瓦萨奇前沿进行[79],而在犹他州西南部,过渡区域则宽广得多(约 100 公里),包括多个断层(图 1)[35, 79, 80]。Wannamaker 等人[79] 认为,自 25-30 Ma 开始延伸以来,过渡带在结构上发生了演变。
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引用次数: 0
Evaluating the Characteristics of Spatial Variability of Soil in Vertical Direction Highly Heterogeneous Region Based on Cone Penetration Test 基于锥入度试验评估土壤在垂直方向高度异质区域的空间变异性特征
IF 2.4 4区 地球科学 Q2 Earth and Planetary Sciences Pub Date : 2024-06-11 DOI: 10.2113/2024/lithosphere_2023_184
Chengfu Chu, Yuhang Wang, Hongxiang Song, Long Xu, Xiaoliang Hou, Shanshan Sheng, Lingling Liu
Key parameters describing the spatial variability of soil properties based on the random field theory are the scale of fluctuation (SOF) and coefficient of variation (COV). To characterize the spatial variability of soil properties, reducing the impact of these errors and uncertainties is necessary. To accomplish this, for the five main layers of soil, we collected 18 cone penetration test (CPT) data from a highly heterogeneous region in Lianyungang New Airport, Jiangsu Province, China, and used the control variable method to analyze the influence of the estimation method of tendency, its function type and outliers. The results show that, compared with the ordinary least square method (OLSM), the least absolute deviation method (LADM) can more truly reflect the trend component of CPT parameters in the vertical direction, and the influence of other factors on SOF and COV is also studied, such as outliers and estimation functions of trend components. On this basis, a reasonable calculation process of SOF and COV is summarized, which provides a reference for the calculation of SOF and COV in vertical direction in the future. By comparing the SOF calculated by different models, the results show that the squared exponential (SQX) model has the highest SOF in 68.3% of the evaluation, and the single exponential (SNX) model has the lowest SOF in 64.4% of the evaluation. Moreover, we compared the SOF and COV of cone tip resistance (qc) and sleeve friction (fs), which showed that SOF of qc and COV of qc is lower than that of fs in 54.4 and 73.3% of all evaluations, respectively.
基于随机场理论描述土壤特性空间变异性的关键参数是波动尺度(SOF)和变异系数(COV)。要描述土壤特性的空间变异性,就必须减少这些误差和不确定性的影响。为此,我们在江苏省连云港新机场的一个高度异质性区域采集了 18 个锥入度试验(CPT)数据,针对五个主要土层,采用控制变量法分析了倾向估计方法、其函数类型和异常值的影响。结果表明,与普通最小二乘法(OLSM)相比,最小绝对偏差法(LADM)能更真实地反映CPT参数在垂直方向上的趋势分量,同时还研究了异常值、趋势分量估计函数等其他因素对SOF和COV的影响。在此基础上,总结出合理的 SOF 和 COV 计算过程,为今后垂直方向 SOF 和 COV 的计算提供参考。通过比较不同模型计算出的 SOF,结果表明平方指数(SQX)模型在 68.3% 的评估中 SOF 最高,单指数(SNX)模型在 64.4% 的评估中 SOF 最低。此外,我们还比较了锥尖阻力(qc)和套筒摩擦力(fs)的 SOF 和 COV,结果表明在所有评估中,qc 的 SOF 和 COV 分别有 54.4% 和 73.3% 低于fs。
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Lithosphere
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