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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。
{"title":"Complex Segment Linkage Along the Sevier Normal Fault, Southwestern Utah","authors":"Wanda J. Taylor, Benjamin Surpless, Ilsa M. Schiefelbein Kerscher","doi":"10.2113/2024/lithosphere_2023_332","DOIUrl":"https://doi.org/10.2113/2024/lithosphere_2023_332","url":null,"abstract":"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","PeriodicalId":18147,"journal":{"name":"Lithosphere","volume":"81 1","pages":""},"PeriodicalIF":2.4,"publicationDate":"2024-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141503521","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Analysis of Typical Rock Physical Characteristics, Mechanical Properties, and Failure Modes of the Laoheba Phosphate Mining Area in the Sichuan Basin, China 中国四川盆地老河坝磷矿区典型岩石物理特征、力学性能和破坏模式分析
IF 2.4 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2024-04-30 DOI: 10.2113/2024/lithosphere_2023_348
Ming Zou, Zheming Zhu, Weiting Gao, Tao Peng, Meng Wang
The Laoheba Phosphate Mine Area in the Sichuan Basin stands as one of China’s primary locations for phosphate extraction, boasting a diverse array of rock types and complex rock layers. In recent years, frequent geological disasters, notably landslides, have occurred in the mining area. The safe extraction of phosphate rock faces significant challenges, necessitating an in-depth exploration of the physical and mechanical properties of the rocks within the mining area. This study employs nuclear magnetic resonance (NMR) and X-ray diffractometer (XRD) testing on six typical rock specimens, contrasting and analyzing their physical traits, thus unveiling the impact of rock composition and microstructure on their mechanical properties. The MTS815 Flex Test GT rock mechanics testing system was employed to perform uniaxial compression, triaxial compression, Brazilian disk splitting, and triaxial penetration tests. The study systematically examined the mechanical characteristics of typical rocks in the mining area. The correctness of the experiments was mutually validated by four types of tests. Finally, an analysis of rock failure modes and patterns was conducted. Research suggests that phosphate ore exhibits the highest porosity and permeability. Phosphate ore exhibits significant development of original joints and cracks internally, along with numerous defects, leading to its minimal compressive and tensile strength. Phosphate ore is typically situated in regions of weakened rock mass strength. Real-time monitoring of confining pressure is essential during mining operations to prevent the collapse of surrounding rock formations. The findings of this study offer theoretical backing for secure mining operations in the Laoheba Mining Area of the Sichuan Basin while also furnishing fundamental physical and mechanical parameters for regional geomechanical analysis.The Sichuan Basin is situated in southwestern China. The mining area lies on the southwestern edge of the Sichuan Basin. The phosphate ore layer is found in the lower strata of the Cambrian System. The mining area boasts a diverse range of rock types. The rocks exhibit unique compositions. Their physical and mechanical features differ from those of ordinary rocks. We conducted research on six typical rocks selected from the mining area. Geological exploration and investigation into the physical and mechanical properties of rocks are essential prerequisites for the safe exploitation of phosphate mines.With the exploration and development of mineral resources, and the increasing scale of various underground rock engineering projects, higher demands have been placed on the design and construction of geotechnical engineering. In recent years, there has been a surge in accidents in rock engineering, drawing attention to the safety of underground rock engineering. The physical and mechanical properties of rocks are closely associated with the stability of rock engineering. Therefore, investigating thes
样品 4 出现严重故障,左侧出现一条斜穿透裂缝,右侧出现一条垂直裂缝,导致样品断裂成三块,两端严重受损。样品 5 出现复合破坏,上部出现两条垂直裂缝和一条横向裂缝。样品 P 有两条垂直的主要裂缝,其中一条在下部改变了方向,并向右延伸至底部。由于六种岩石的性质、成分和内部节理结构不同,岩石材料的物理和机械性能也各不相同。这导致了破坏模式和破坏过程中破碎程度的不同。在隧道施工过程中,应特别注意样本 4,因为它的抗压强度低、脆性明显、破碎程度高。此外,它在破坏过程中的变形相对较小,因此很难观察到,而且极有可能发生瞬间破坏。样本 4 属于围岩薄弱的区域,因此在采矿作业中必须加强位移监测。图 14 展示了巴西圆盘劈裂中六种岩石的断裂形态。由于这些岩石类型的物理和机械特性各不相同,圆盘劈裂的破坏模式也不尽相同。试样 1、2、4 和 5 表现出典型的巴西盘劈裂破坏模式。在加载过程中,主裂缝出现,横穿试样中心并贯穿整个试样。在受力端,应力集中导致局部碎裂,表现出明显的脆性。在试样 3 的失效过程中,围绕圆盘中心轴出现了两条对称的平行裂纹,将试样分为三部分。试样 3 中出现的这些裂纹可能源于试样内部预先存在的微裂纹,这些微裂纹在加载作用下进一步扩展,形成主裂纹。试样 P 显示了一条穿透试样的弯曲裂纹,但并未与试样中心相交。上部的裂纹表明是拉伸裂纹,而下部的斜裂纹则表明是剪切裂纹,从而形成了拉伸和剪切相结合的失效模式。图 15 显示了六种岩石在不同包络压力下的三轴压缩破坏模式。岩石样本的破坏形态复杂多样,破坏模式显示出明显的围压效应。在低围岩压力下,岩石样本会产生穿透性垂直裂缝和多条微裂缝,形成复杂的裂缝网络。在较高压力下,裂纹数量减少,复杂无序的裂纹网络逐渐转变为单一的剪切裂纹。概括老河坝矿区岩石的破坏行为和模式,在低围岩压力下,主要有两种破坏模式,即垂直劈裂破坏和共轭剪切破坏。随着围岩压力升高,出现了三种不同的破坏模式:局部剪切破坏、穿透剪切破坏和拉剪复合破坏。这五种破坏模式不仅随着围岩压力的变化而变化,而且还与岩性密切相关。表 8 列出了老河坝矿区岩石在不同围岩压力和岩性条件下的破坏模式。对这五种破坏模式的分析详述如下:垂直劈裂破坏(Ve-Sp)主要发生在低围岩压力(5 兆帕)下的岩石样本中。在这种压力下,岩石样本受到的横向约束极小,从而导致垂直裂缝的产生。这些裂缝表现为一条横穿整个岩样的主裂缝,同时伴有多条次裂缝,这些次裂缝在主裂缝附近分支,形成裂缝网络。共轭剪切破坏(Co-Sh)也主要发生在承受低包络压力(5 兆帕)的岩石样本中。在这些条件下,由于端面效应,样品最初会沿一侧断裂,导致轴向应力集中在另一侧,从而形成剪切裂缝。最终,对侧的这些裂纹汇聚成一个 V 形共轭主裂纹,导致样品失效。
{"title":"Analysis of Typical Rock Physical Characteristics, Mechanical Properties, and Failure Modes of the Laoheba Phosphate Mining Area in the Sichuan Basin, China","authors":"Ming Zou, Zheming Zhu, Weiting Gao, Tao Peng, Meng Wang","doi":"10.2113/2024/lithosphere_2023_348","DOIUrl":"https://doi.org/10.2113/2024/lithosphere_2023_348","url":null,"abstract":"The Laoheba Phosphate Mine Area in the Sichuan Basin stands as one of China’s primary locations for phosphate extraction, boasting a diverse array of rock types and complex rock layers. In recent years, frequent geological disasters, notably landslides, have occurred in the mining area. The safe extraction of phosphate rock faces significant challenges, necessitating an in-depth exploration of the physical and mechanical properties of the rocks within the mining area. This study employs nuclear magnetic resonance (NMR) and X-ray diffractometer (XRD) testing on six typical rock specimens, contrasting and analyzing their physical traits, thus unveiling the impact of rock composition and microstructure on their mechanical properties. The MTS815 Flex Test GT rock mechanics testing system was employed to perform uniaxial compression, triaxial compression, Brazilian disk splitting, and triaxial penetration tests. The study systematically examined the mechanical characteristics of typical rocks in the mining area. The correctness of the experiments was mutually validated by four types of tests. Finally, an analysis of rock failure modes and patterns was conducted. Research suggests that phosphate ore exhibits the highest porosity and permeability. Phosphate ore exhibits significant development of original joints and cracks internally, along with numerous defects, leading to its minimal compressive and tensile strength. Phosphate ore is typically situated in regions of weakened rock mass strength. Real-time monitoring of confining pressure is essential during mining operations to prevent the collapse of surrounding rock formations. The findings of this study offer theoretical backing for secure mining operations in the Laoheba Mining Area of the Sichuan Basin while also furnishing fundamental physical and mechanical parameters for regional geomechanical analysis.The Sichuan Basin is situated in southwestern China. The mining area lies on the southwestern edge of the Sichuan Basin. The phosphate ore layer is found in the lower strata of the Cambrian System. The mining area boasts a diverse range of rock types. The rocks exhibit unique compositions. Their physical and mechanical features differ from those of ordinary rocks. We conducted research on six typical rocks selected from the mining area. Geological exploration and investigation into the physical and mechanical properties of rocks are essential prerequisites for the safe exploitation of phosphate mines.With the exploration and development of mineral resources, and the increasing scale of various underground rock engineering projects, higher demands have been placed on the design and construction of geotechnical engineering. In recent years, there has been a surge in accidents in rock engineering, drawing attention to the safety of underground rock engineering. The physical and mechanical properties of rocks are closely associated with the stability of rock engineering. Therefore, investigating thes","PeriodicalId":18147,"journal":{"name":"Lithosphere","volume":"131 1","pages":""},"PeriodicalIF":2.4,"publicationDate":"2024-04-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140933153","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Strontium Isotopic Variations of Authigenic Calcite in Clastic Strata Record Its Sediment Provenance and Fluid−Rock Interactions 碎屑岩地层中自生方解石的锶同位素变化记录了沉积成因和流体与岩石的相互作用
IF 2.4 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2024-04-30 DOI: 10.2113/2024/lithosphere_2024_120
Xun Kang, Jingqiang Tan, Feng Lu, Ruipu Hu, Wenxuan Hu
Strontium isotopes of authigenic carbonate potentially record sediment provenance, fluid sources, and fluid–rock interactions, little was studied on this topic in clastic strata. This study investigated clastic rocks containing authigenic calcite in the Lower Triassic Baikouquan Formation in the Junggar Basin, northwestern China. Mineral compositional and fluid inclusion analyses were conducted to constrain the precipitation processes of authigenic calcite, and the Sr contents and isotope ratios of the calcite were also measured. The authigenic calcite was precipitated at 80–140°C as the final product of thermochemical oxidation of hydrocarbons and thus has high Mn contents and highly negative δ13CVPDB values (as low as −70‰). The calcite also exhibits anomalously low 87Sr/86Sr values (0.704827, 0.706612), which are lower than contemporaneous seawater and published 87Sr/86Sr values of carbonate cements in clastic sediments, and also much lower than 87Sr/86Sr values (0.722027, 0.736750) of alkali feldspar in the strata. These low 87Sr/86Sr values record the low 87Sr/86Sr of the dominant rocks in the provenance area, such as volcanic rocks. During diagenesis, especially mesodiagenesis, the charging of hydrocarbon-bearing fluids promoted abundant dissolution of orthoclase in the alkali feldspar detritus, releasing radiogenic 87Sr into the pore waters, and eventually increasing the 87Sr/86Sr values in the late-stage calcite that precipitated after this reaction. This inference is consistent with the positive correlation between the calcite 87Sr/86Sr ratios and the dissolution intensity of orthoclase. In regions that do not undergo hydrocarbon-charging and where orthoclase remains stable, the lower 87Sr/86Sr ratios of the calcite generally record the provenance. For authigenic calcite associated with intense fluid–rock interactions, the higher 87Sr/86Sr ratios reflect the enhanced dissolution intensity of 87Sr-rich minerals such as orthoclase. Therefore, combined with a petrological study, Sr isotopes of authigenic carbonate in clastic sediments can trace sediment provenance and intensity of fluid–rock interactions.Strontium isotope composition is a robust tracer of sediment provenance [1], fluid sources [2, 3], and fluid–rock reactions [4, 5]. The 87Sr/86Sr signature of ancient seawater can serve as a proxy for understanding the tectonic evolution of the Earth system [6, 7] as well as a tool for stratigraphic correlation [8-10]. The 87Sr/86Sr of seawater records the relative importance of two major strontium fluxes: (a) the riverine input of radiogenic Sr due to continental weathering and (b) the “mantle Sr” from hydrothermal circulation at mid-ocean ridges [1, 10]. Strontium isotopic composition of pore water mainly reflects fluctuations of fluid sources, pathways, mixing [2, 3], and fluid–rock reactions [4, 5]. Therefore, Sr isotope was also used in studies investigating the evolution of hydrology and paleohydrology [2, 11], diagenetic reactions, a
从岩层底部往上,T1b1岩层的大部分样品中正长石被完全溶解,其含量从检测限以下增加到4 wt%(平均=2.2 wt%)。从上段进入 T1b2 组份,砂质砾岩中的正长石含量从 3%增至 11 wt%(平均 = 7.5 wt%)。在T1b3岩层中,正长岩的含量从6%到13%不等(平均=9.9%)。这可以解释为酸性含烃流体的电荷强度逐渐减弱[52]。在 H. 扇中,T1b1 方解石的 87Sr/86Sr 值从 0.705370 到 0.706377(平均值 = 0.706105)不等,而 T1b2 和 T1b3 样品的 87Sr/86Sr 值分别从 0.705220 到 0.706612(平均值 = 0.705887)和 0.704849 到 0.705962(平均值 = 0.705242)下降。从成员 T1b1 到 T1b3,随着溶解强度的降低,正长石的含量逐渐向上增加,而方解石的 87Sr/86Sr 值则逐渐降低。这一特征在 M18 井等采油井中十分典型(图 9)。在整个研究区域,正长岩含量与自生方解石的 87Sr/86Sr 值也呈负相关(图 10)。在 H. 扇区,相关系数达到-0.83(P 值小于 0.01)。这表明,在正长岩溶解强烈的地段,沉淀方解石的孔隙流体也受到强烈的流岩相互作用的影响,从而增加了方解石的87Sr/86Sr值。地层水的87Sr/86Sr比值可能因不同的流岩相互作用和反应强度而发生显著变化,尤其是在正长岩等富含放射性Sr的矿物溶解过程中[59]。研究地层中的碎长石的 87Sr/86Sr 值为 0.7250-0.7360。溶解后,正长石晶体中的放射性 Sr 被释放到孔隙水中,导致其 87Sr/86Sr 比值增加,进而导致晚期方解石的 87Sr/86Sr 值增加。在方解石沉淀之前的早期成岩过程中,由于埋藏深度的增加,白口泉地层温度逐渐升高。西准噶尔87Sr/86Sr值较低的火山岩和花岗岩中不稳定矿物的蚀变作用导致了白口泉地层孔隙流体的87Sr/86Sr值较低。这一点在没有发生明显正长石溶解的地段很明显,如 T1b3 组,其中的方解石的 87Sr/86Sr 值很低(0.704849,0.705962;平均 = 0.705242)。在成岩晚期,由于早侏罗世和早白垩世含油气流体的不同充注作用,正长石被异相溶解[52]。在T1b1等正长岩溶解强烈的地段,正长岩溶解将大量放射性锶释放到孔隙流体中,最终导致方解石的87Sr/86Sr值升高(0.705370,0.706377;平均=0.706105)。流体-岩石相互作用对自生方解石锶同位素组成的这些影响在所研究的地层中非常典型。基于详细的岩石学研究以及白口泉地层中方解石的锶含量和同位素比值,本研究探讨了利用自生方解石的 87Sr/86Sr 值作为碎屑岩地层中沉积产地和流岩相互作用的示踪剂的有效性。该地层富含火山岩和花岗岩碎屑,这些碎屑来自邻近的西准噶尔地层。在白口泉地层中,自生方解石形成于两个晚期阶段,其 87Sr/86Sr 值较低,为 0.704827-0.706612。这些数值不仅低于同期海水的数值,也低于目前已知的全球碎屑岩地层中自生碳酸盐的 87Sr/86Sr 值和地层中脱长石的 87Sr/86Sr 值。在成岩过程中,在含烃流体充填之前,孔隙水的锶同位素受原岩初始矿物学的制约。这些岩石主要是克拉玛依地区周围的早石炭世火山岩和晚石炭世花岗岩。因此,T1b 自生方解石的 87Sr/86Sr 值普遍较低。碳氢化合物充注后,研究区域的正长岩优先溶解,反应后析出的晚期方解石的 Sr 同位素受初始出处和正长岩溶解释放的 Sr 同位素控制。在正长岩溶解程度较高的地段,方解石的 87Sr/86Sr 值明显较高,表明正长岩溶解为孔隙水提供了放射性 87Sr。
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引用次数: 0
Petrology and Stable Isotopes of Patchy Dolostone of Ediacaran Dengying Formation in South Qinling, Central China: Implication for the Diagenetic History 华中秦岭南段埃迪卡拉纪登瀛地层斑状白云岩的岩石学和稳定同位素:对成因历史的影响
IF 2.4 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2024-04-30 DOI: 10.2113/2024/lithosphere_2023_324
Pengfei Zuo, Haihua Cheng, A. J. C. Magalhães, Jiangtao Sun, Liang Qiu, Zihan Xiao, Yiming Dong
Dolostone, with its complex diagenetic history, has long been debate. The formation of patchy dolostone, which consists of various types of dolomites, is particularly controversial due to the superimposed diagenetic events. In this study, we conducted mineralogical and stable isotope geochemical analyses of the Ediacaran patchy dolostone from the Dengying Formation in South Qinling to elucidate the diagenetic processes involved. Microscopic examination reveals that the patchy dolostone can be classified into three types: Type I, composed of micritic to powdery crystalline dolomite (D1) and fine crystalline dolomite (D2); Type II, primarily consisting of medium-coarse crystalline dolomite (D3) along with D2; and Type III, characterized by the presence of saddle dolomite (SD) and D1. Cathodoluminescence and electron probe microanalysis indicate that D2 and D3 are enriched in Mn and Fe, whereas SD is depleted in Sr and Na compared to D1. Backscattered electron images reveal a prevalence of apatite, particularly in Type III dolostone. Calcite and quartz extensively replace the dolomites. Carbon and oxygen isotopes indicate that D1 has the highest δ13C and δ18O values, while D2 and D3 show negative shifts, and SD exhibits the lowest values. These observations suggest that the transition from D1 to D2 and D3 is due to recrystallization processes during burial. The formation of SD is likely the result of hydrothermal activity. Consequently, the patchy dolostone experienced three main stages of diagenesis, which included the recrystallization of D1 and the formation of SD. Considering the vertical distribution of the patchy dolostone and the occurrence of hyperkarst breccia dolostone, it is reasonable to infer that sea level variations are the primary cause of the formation of patchy dolostone.The Ediacaran represents a pivotal era in Earth’s history, characterized by remarkable geological, oceanic, and biological changes [1, 2]. During this period, various types of dolostones were extensively developed [3]. Dolostone, which serves as a rock unit documenting the intricate history of sedimentation and diagenesis, has long been a subject of debate and extensive research in geology [4-8]. Various conceptual models, such as the evaporation pump, brine seepage reflux, mixed-water dolomitization, and hydrothermal dolomitization, have been proposed based on these investigations [9-16]. The development of thick dolostone is controlled by external factors, including the paleoclimate background, relative sea-level changes, and tectonic activity [17-20]. This is particularly significant when studying shallow-marine carbonate, where multiple occurrences of these factors may occur during penecontemporaneous or early burial periods, leading to various dolomitization processes. Patchy dolostone, a unique sedimentary fabric characterized by “patchy” sedimentary records and a complex diagenetic evolution [21-24], is controversial for hydrothermal genesis [25, 26] or earl
在登瀛组沉积过程中,松散的钙质沉积经历了一个转化过程,在淅川地区通过镁离子的蒸发流入形成了基质白云石[42]。基质白云石的粒度从微晶到粉末不等,即从微晶到粉末状 D1。溶蚀槽和角砾岩与SD的关联表明,基底热液可能参与了白云岩化和相关的溶蚀过程[7, 49]。在埋藏过程中,热液被输送到致密的基质白云石层中,从而在D1地层中形成了 "树枝状 "的SD,并导致了III型斑状白云石的发育。基质白云石的形成主要由 D1 组成,斑状石膏的存在表明其沉积阶段接近地表。经过压实和重结晶,I 型斑状白云石在浅埋环境中形成,而 II 型斑状白云石则在中深埋环境中出现,并以热液溶解为特征。第三类斑状白云石是在深埋环境中通过热液变质作用形成的[56]。晚期矿物填充由萤石、菱铁矿和方解石组成,发生在不同的埋藏阶段。与此同时,在暴露期还出现了破裂和超卡斯特角砾岩白云石的发育。在成岩作用的大部分阶段,石英和方解石取代了白云石,成为胶结剂(图 7)。在埃迪卡拉纪,SQL 的整体古地理构造是一个平台(图 1(b))[42]。基质白云石在浅埋环境中重结晶,形成了I型斑状白云石。随着沉积物的不断堆积和埋藏深度的增加(中深埋阶段),前碳酸盐沉积物经历了以形成典型的中等深度白云岩为特征的后续成岩阶段,从而形成了II型斑状白云岩(图7)。当海平面下降时,暴露环境中预先形成的白云石层受到大气淡水的浸蚀和风化的侵蚀。正如在 HW 和 DQG 断面中观察到的那样,三层超喀斯特角砾岩白云石的存在可以证实这一点,它们与陨石水的渗滤和溶蚀有关[49]。第三类白云岩的形成是由于热液渗入浅层 D1 地层所致。三种类型的白云岩的盐度逐渐降低,而温度则持续上升(在线补充表 S4)。通过对比HW段和DQG段的岩性,可以推断在登瀛组的沉积和成岩过程中,主要经历了三个低海平面时期(图8)。第一类由微晶至 D1 和 D2 组成,第二类晶粒变化明显,主要由 D2 和 D3 组成。I 型和 II 型白云石中 D1、D2 和 D3 的 δ18O 值都随着白云石粒度的增大而降低,D3 的核心微量元素与 D2 类似。岩相学、矿物学和同位素分析表明,构成基质白云石的 D1 是在地表附近形成的。在以还原性增强和温度升高为特征的埋藏环境中,D2 是通过 D1 的再结晶形成的,从而形成了 I 型斑状白云石。在中深埋环境中,D1 和 D2 经过再结晶形成 D3,从而形成 II 型斑块状白云岩。III型白云石的特征是有SD斑块、溶蚀孔以及热液渗入致密基质白云石层而形成的热液矿物。在不同的成岩阶段,石英和方解石通常会取代白云石作为胶结物。海平面的周期性波动和上覆地层沉积厚度的变化,促成了成岩环境中斑驳的白云石内部特定的演化关系。从整体岩性证据来看,登瀛组沉积过程中的海平面变化影响了埋藏和成岩作用。
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引用次数: 0
Geomechanical Simulation of 3D Directional Borehole Circumference in Deep Composite Salt Formation 深层复合盐层中三维定向钻孔周长的地质力学模拟
IF 2.4 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2024-04-30 DOI: 10.2113/2024/lithosphere_2023_212
Shiyuan Li, Chenglong Li, Zhaowei Chen, Wenbao Zhai, Yajun Lei, Jiawei Cao
Composite salt formation is a high-quality caprock for oil and gas resources. The accident encountered in composite salt formation drilling is a big problem to be solved in the drilling process. According to statistics, nearly 50% of drilling accidents occur in composite salt formations. The composite salt formation is mainly composed of salt, gypsum, and interbed mud, and the lithology is complex and changeable. Therefore, it is very important to study the deformation mechanism and leading influencing factors of composite salt formation in view of the problem of frequent accidents in the drilling process. In this article, the creep parameters based on the constitutive equation of creep of salt rock are obtained by combining theoretical with experimental research. A three-dimensional directional wellbore mechanical model is established to analyze the influence of inclination on borehole shrinkage.The salt gypsum layer refers to the formation with salt or gypsum as the main component. In the oil drilling industry, we usually regard the formation as mainly composed of sodium chloride or other water-soluble inorganic salts such as potassium chloride, magnesium chloride, calcium chloride, gypsum, or Glauber’s nitrate as the salt gypsum formation, that is, the salt gypsum layer. According to statistics, salt rocks in sedimentary basins are the best caprock, under which are buried a considerable amount of oil and gas resources in the world, especially rich unconventional oil and gas resources [1-3]. Therefore, the salt gypsum layer is not only the focus of the world oil industry but also the focus of our oil and gas resource development.Along with the process of oil and gas exploitation, the shallow, easily recoverable resources are gradually exhausted, and the exploitation center is gradually transferred to the deep oil and gas resources. The salt rock with very low permeability and porosity is the best caprock, and the drilling of salt rock is unavoidable in the drilling process. The gypsum rocks, which are mainly composed of salt or gypsum, exist above oil and gas reservoirs. The gypsum rocks found in our drilling are mainly distributed in Tarim, Jianghan, Sichuan, Shengli, Zhongyuan, North China, Xinjiang, Qinghai Changqing, and so forth. Various accidents occurred in the drilling of the gypsum rocks in the above oil fields, such as sticking and squeezing casing.Hambley et al. [4] improved the creep constitutive model of salt rock by fully combining the experimental and field data. Fossum et al. [5] determined the stress-related probability distribution function through the pure salt creep test and creep model. Weidinger et al. [6] established a composite plastic deformation model to explicitly consider the heterogeneity of the observed dislocation structure and calculated the transient creep and steady-state creep of salt rock with this model combined with the mechanical laws of dislocation motion. Urai et al. [7] discussed the process of dissolut
[13]提出合理使用盐水泥浆,通过调整氯(Cl-)和氯化钠(NaCl)的浓度来平衡井筒中盐岩的溶解速率和收缩速率,从而防止堵塞和卡钻。Zeng 等[14]以岩石力学为基础,分析了钻井液密度对钻井后深层盐膏岩层蠕变的影响,提出了盐膏岩层蠕变压力的计算模型。Zhang等[15]分析了塔河油田盐膏地层钻井的难点,采用RWD(边钻边扩)、合理的钻井组装、适宜的钻井液密度钻井盐膏地层。曾[16]对深井石膏盐层取样进行蠕变实验,分析蠕变压力的变化,绘制钻井液密度图,并结合石膏盐岩的溶解规律,提出了合理钻井液的确定方法,并在实际钻井中得到应用。Zhao 等[17]通过实验认为,层状盐岩是一种特殊的软岩组合,弹性模量较小,侧向变形能力较大。Ye 等人[18]通过现场分析认为,在复合盐岩层的钻进过程中,聚砜欠饱和盐硅酸盐钻井液能很好地满足钻进过程中的地质要求,适当调整 Cl- 含量可实现盐岩收缩与盐岩溶解的动态平衡。Zeng 等[19]建立了盐岩、砂、泥岩互层复合盐层在三向原位应力作用下井眼收缩的有限元三维模型,得到了盐层在泥浆密度作用下的井眼收缩值。Xu 等[20]通过单轴压缩、三轴压缩和蠕变实验获得了盐岩的力学特征参数,并分析了层状盐岩的蠕变机理。Ma 等人[21] 对人工压制的盐岩样品进行了蠕变试验,确定其蠕变规律与天然岩芯的蠕变规律相似。他们还通过三轴蠕变实验确定了不同矿物成分含量对蠕变的影响,得出了高含量样品稳态蠕变速率较低的结论。Chen等[22]在理论模型分析的基础上,确定了石膏岩蠕变的主要影响因素和蠕变直径收缩的直接因素,并提出了一种通过扭转钻孔直径收缩来预测卡滞时间的方法。Zhao等[23]通过微观分析了复合盐地层的矿物成分和理化功能,分析了井壁失稳的机理,并综合各种因素选择了适合复合盐地层的钻井液密度和成分。Lin等[24]建立了盐岩-软泥岩-盐岩三维复合盐层模型,并绘制了钻井液密度图,考虑了软泥岩与盐石膏层之间的蠕变。针对盐层定向钻井的研究,Zeng 等[19]建立了盐岩、砂岩、泥岩互层复合盐层在三向原位应力作用下井眼收缩的有限元三维模型,得到了盐层随泥浆密度变化的井眼收缩率。Zhao等[23]通过微观分析了复合盐地层的矿物成分和物理化学功能,分析了井壁失稳的机理,并综合各种因素选择了适合复合盐地层的钻井液密度和成分。Lin等[24]建立了盐岩-软泥岩-盐岩三维复合盐层模型,并绘制了钻井液密度图,考虑了软泥岩与盐石膏层之间的蠕变。如果钻井过程中钻井液性能选择不当,就会在很短时间内出现井眼收缩、卡管、井壁坍塌等现象。盐层承载力低,钻井液柱压力超过岩石断裂压力容易产生拉裂,造成严重漏失。值得注意的是,关于井眼稳定性、直径减小、卡管和深层复合盐地层坍塌的研究已经很多。
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引用次数: 0
Mеsozoic Tectonothermal Evolution of the Zagan Metamorphic Core Complex in Western Transbaikalia: 40Ar/39Ar and FTA Dating 外贝加尔西部扎根变质岩核心复合体的新生代构造热演化:40Ar/39Ar和FTA年代测定
IF 2.4 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS Pub Date : 2024-04-30 DOI: 10.2113/2024/lithosphere_2023_306
Mikhail M. Buslov, Anna V. Kulikova, Evgenii V. Sklyarov, Alexei V. Travin
A model of tectonothermal evolution of the Zagan metamorphic core complex (MCC) based on the new data from 40Ar/39Ar dating of amphibole, mica, and apatite fission-track dating is discussed. A relationship with the long-range impact of processes from the collision of the North China (Amurian–North China) block with the Siberian continent in the Mesozoic era is proposed. The Zagan MСС was formed in the Cretaceous period on the southern flank of a high mountain uplift of Western Transbaikalia, composed of late Paleozoic granitoids of the Angara–Vitim batholith. According to 40Ar/39Ar dating of amphiboles and micas from the mylonite zone, the active development time of the Zagan MCC corresponds to the early Cretaceous epoch (131, 114 Ma). The tectonic exposure of the core from about 15 km to the depths of about 10 km occurred at a rate of tectonic erosion of 0.4–0.3 mm/year as a result of post-collisional extension of the Mongol–Okhotsk orogen. Apatite fission-track dating shows that further exhumation and cooling of the rocks to about 3 km occurred in the lower-upper Cretaceous epoch (112, 87 Ma). The erosional denudation rate was about 0.3 mm/year.MCC- metamorphic core complexes, AFT- apatite fission-trackMesozoic metamorphic core complexes (MCCs) [1-3] are common in East Asia. They mark global intracontinental extensions along the folded borders of the Siberian craton in Western Transbaikalia and the North China craton [4-13]. The Zagan MCC is one of the more than ten identified ones on the southern border of the Siberian Craton [6-13], where Paleozoic magmatic complexes of the world’s largest Baikal–Vitim and Khentei batholithes and well-known Cenozoic Baikal rift zone occur. Currently, the tectonothermal history of the rocks of the region using apatite fission track dating has been published in a small number of papers [14, 15], partly in [16-19]. In the papers [14, 15], the analysis of geological and geophysical data and the results of track dating revealed the evolution of the relief and tectonic stages of the region formation along the NE-SW profiles from the Baikal-Patom Upland to the Barguzin Ridge, located, respectively, in the northwest and northeast of Lake Baikal. It was assumed, that the Baikal-Patom Upland was reactivated in the middle Jurassic–early Cretaceous epoch after the Mongol-Okhotsk orogeny, occurred in the vast convergence zone of the North Chinese (Amurian–North China block) and Siberian cratons. Apatite fission track dating of the Barguzin Ridge (block) indicates [15] that it intensively rose (rapid cooling phase) in the period of 65–50 Ma (Pliocene-early Eocene epoch) and in the last five Ma (Pliocene-Quaternary period).Tectonothermal evolution of the late Paleozoic granitoids of the Angara–Vitim batholith has been reconstructed using complex thermochronology, including U/Pb, 40Ar/39Ar, and partly fission track dating methods [16-18]. Closure temperatures of the isotope systems of zircon and amphibole show that the rapid
根据闪石、云母和磷灰石裂变轨道测年的 40Ar/39Ar 测年新数据,讨论了扎根变质岩核复合体(MCC)的构造热演化模型。提出了与中生代华北(阿穆尔-华北)地块与西伯利亚大陆碰撞过程的长程影响之间的关系。扎根СС形成于白垩纪,位于外贝加尔西部高山隆起的南侧,由安加拉-维季姆浴成岩的晚古生代花岗岩组成。根据对岩浆岩带的闪石和云母进行的 40Ar/39Ar 测定,扎根 MCC 的活跃发展时期与白垩纪早期(131-114Ma)一致。由于蒙古-鄂霍次克造山带碰撞后的延伸,岩芯从约15千米到约10千米深处的构造暴露以每年0.4-0.3毫米的构造侵蚀速度发生。磷灰石裂变轨迹测年显示,在白垩纪下-上世期(112, 87 Ma),岩石进一步剥蚀和冷却至约3 km。MCC-变质岩核复合体,AFT-磷灰石裂变径迹Mesozoic metamorphic core complexes(MCCs)[1-3] 在东亚很常见。它们标志着沿外贝加尔西部西伯利亚克拉通和华北克拉通褶皱边界的全球大陆内延伸[4-13]。扎根 MCC 是西伯利亚克拉通南部边界上已确定的十多个 MCC 之一[6-13],世界上最大的贝加尔湖-维季姆和肯特岩的古生代岩浆复合体以及著名的新生代贝加尔湖断裂带都位于这里。目前,利用磷灰石裂变轨道测年法研究该地区岩石构造热历史的论文为数不多[14, 15],部分发表在[16-19]中。在论文[14,15]中,对地质和地球物理数据的分析以及轨道测年的结果揭示了该地区形成的地貌和构造阶段的演变,沿东北-西南剖面,从贝加尔-帕托姆高地到巴尔古津海脊,分别位于贝加尔湖的西北和东北部。据推测,贝加尔湖-帕托姆高原是在蒙古-奥霍次克造山运动之后的中侏罗世-早白垩世重新激活的,发生在华北(阿穆尔-华北地块)和西伯利亚板块的巨大汇聚区。对巴尔古津海脊(区块)的磷灰石裂变轨迹测年表明[15],在 65-50 Ma(上新世-始新世早期)和最近 5 Ma(上新世-第四纪)期间,巴尔古津海脊强烈上升(快速冷却阶段)。利用复杂的热时学,包括 U/Pb, 40Ar/39Ar 和部分裂变轨道测年方法,重建了安加拉-维提姆岩床晚古生代花岗岩的构造热演化[16-18]。锆石和闪石同位素系统的闭合温度表明,安加拉-维季姆浴成岩在结晶后立即发生了急剧冷却,这表明在西伯利亚南部地区与广泛的晚古生代造山运动有关的时期,岩石发生了强烈剥蚀,厚度达 4-7 千米。二叠纪-侏罗纪早期(295,170Ma),以生物同位素系统逐渐关闭为特征的构造稳定纪之后,长石同位素系统在侏罗纪中期-白垩纪早期(170,140Ma)关闭。这一时期恰好是蒙古-奥霍次克造山带开始形成的时期,其特征是厚度约为 3 千米的剥蚀。在古新世-中新世时期(60, 5 Ma),西外贝加尔地区发生了缓慢的剥蚀。因此,根据现有的地质和地质年代数据,我们可以认为,在安加拉-维季姆熔岩花岗岩地区的西外贝加尔地区,曾发生过高达 6-8 千米的隆起。本文根据闪石、云母和磷灰石裂变轨迹测年的 40Ar/39Ar 新数据,讨论了扎甘 MCC 的构造-热演化模型,认为它是在高山隆起的边缘部分形成的构造。中生代MCC常见于外贝加尔西部西伯利亚克拉通靠近蒙古-奥霍次克缝合带的南部褶皱边界(图1)以及华北克拉通边界的褶皱带[4-13](图2)。
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