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Study of Road Performance and Curing Mechanism of Coal Gangue by Curing Agent 固化剂对煤矸石路面性能和固化机理的研究
IF 2.4 4区 地球科学 Q2 Earth and Planetary Sciences Pub Date : 2024-01-12 DOI: 10.2113/2024/lithosphere_2023_183
Zhe Ren, Rui Zhang, Jian Zhang, Qiang Gao, Chuanxiao Liu, Yingying Wan, Jianjun Liu, Qingliang Hu, Chengbin Ren
Coal gangue is a type of rock waste product with dark gray color during coal mining and washing. The curing agent stabilizes soils by improving their physico-mechanical properties, allowing the soils to be reused in engineering as the subgrade fill. This study investigates the impact of SAHP curing agent on road performance parameters of coal gangue. The results showed that the road performance parameters of coal gangue increase with the curing agent content. The compressive resilience modulus of 7 days and California bearing ratio of coal gangue with 0.2% curing agent meet the specifications. The scanning electron microscope reveals the presence of agglomerated gels and hexagonal prism crystals between coal gangue particles. The observed crystals are ettringite, and the gels are silicate gel (nSiO2·mH2O) formed by the reaction of Na2O·nSiO2 with CO2 and H2O, as determined by combined X-ray diffraction and energy spectrum analysis. The improved coal gangue by the curing agent can be utilized as subgrade fill, supporting the reuse of coal gangue in highway engineering.Mine wastes are generated nearly in all mining operations. As the unwanted by-products of mining, they are often placed in large heaps on the mining sites. Inappropriate disposal of the mine wastes (coal gangue, tailings, and other wastes) would release hazardous substances, which exert great impact on the local ecological environment and human health [1, 2]. The oxidation of sulfide minerals is the main source of acid mine drainage (AMD), which results in the surface and groundwater contamination. As the typical sedimentary rock, coal contains a large amount of carbon, sulfur, and hydrogen elements. The oxidation of pyrite is the major source of AMD or coal mine drainage (CMD) in the coal industry [3]. During the complex oxidation process among water, air, and exposed coal rock, the heavy metals leach into the water gradually. A comprehensive evaluation of the quality of the soils, stream, and water bodies near the coal-washing waste dump from the geochemical perspective is necessary for water remediation plan [4]. It is worth noting that, not all CMD are hated, advanced technology makes it possible to reuse the mining wastes, such as recovering rare earth elements [3].Large size of the mining industry determines the deposition of coal gangue, which occupies a large area of land resources [2, 5]. Oxidation and spontaneous combustion exist during the long-term coal gangue accumulation, and harmful gases such as SO2, NOx, and CO can also be released [1]. Coal gangue has been utilized in the preparation of cement [6], powder asphalt mortar [7], and autoclaved aerated concrete [8]. With the rapid development of transportation infrastructure construction, coal gangue was also proposed to be reused in highway engineering as the filling material.Coal gangue can satisfy the basic requirements for road engineering materials after being compacted or stabilized, which offers certain potential
传统的固化剂,尤其是水泥,可以在一定程度上提高煤矸石的机械性能。非传统稳定剂可用于土壤稳定,包括稻壳灰(RHA)、塑料废料、合成纤维和其他有机复合土壤稳定剂[20]。有机复合土壤稳定剂多为液体,主要由水玻璃、环氧树脂、高分子材料和离子材料中的一种或多种组合而成。它们已被应用于斜坡的抗侵蚀[21]以及改善粘土和砾石的机械性能[22, 23]。此外,固化剂还可用于加固受重金属污染的土壤 [24,25]。然而,利用新型固化剂改善煤矸石的研究却很少见。因此,有必要探索新的、可持续的煤矸石非传统固化剂[26]。如果可行,在煤矸石加固中使用非传统稳定剂可以提高路基的工程性能,同时节约耕地和降低施工成本。本研究考察了使用 SAHP 非传统固化剂改性煤矸石的物理、化学和机械性能。通过实验室测试和分析,确定了煤矸石在不同固化剂含量下 7 天和 28 天的 UCS、压缩回弹模量、剪切强度和 CBR。使用扫描电子显微镜(SEM)、X 射线衍射(XRD)和能量色散光谱(EDS)分析了固化剂对煤矸石的固化机理。本研究中的煤矸石取自山东省枣河高速公路附近的废弃煤矸石堆场(东经 116°47′24″,北纬 35°23′26″)(图 1),并按照标准(中文)对煤矸石的液塑限、粒度分布、自由膨胀率、抗崩解指数和压碎值进行了实验室测试:JTG 3430 (2020) [27]、JTG E41 (2005) [28] 和 JTG E42 (2005) [29],如图 2(a)所示。本研究采用卓能达建筑科技有限公司生产的 SAHP 土壤稳定剂来改良天然煤矸石(图 2(b))。硅酸钠、硫酸钠、无水乙醇、羟丙基甲基纤维素(HPMC)、聚丙烯酰胺(PAM)以及 CaCl2 和 MgCl2 的无机化合物是 SAHP 固化剂的主要成分。本研究根据 JTG 3430(2020)[27],对掺入 0.2%、0.4%、0.6% 和 0.8% 固化剂的煤矸石进行了 UCS 试验、回弹模量(RM)试验、直接剪切试验和 CBR 试验,以研究不同固化剂含量下煤矸石的物理力学性能:煤矸石样品根据固化龄分为两组:7 天和 28 天。天然煤矸石中必须加水,以确保水分分布均匀。稀释的固化剂不能在封闭过程中加入煤矸石中,以避免预先凝固。因此,采样制备过程中使用的水被分成两部分,第一部分用于提前加入围岩材料,第二部分用于稀释固化剂。根据 JTG E51(2009)[30]的要求,使用河北龙腾试验仪器有限公司生产的 TC-200 F 路面材料综合试验机对 100×100 mm 试件进行 UCS 和 RM 试验。每组试验制备 6 个试件。最大抗压负荷为平均抗压强度的 0.6 倍。快速剪切试验采用南京土壤仪器厂生产的 ZJ 应变控制直接剪切仪。在剪切过程中,垂直荷载分别为 100、200、300 和 400 kPa,剪切速率保持为 0.1 mm/min。压实试验采用南京土壤仪器厂生产的 JDS-1 型数控电动压实机。在 CBR 试验中,使用重型压实仪制备试样,并测量浸泡 4 昼夜后的浸泡膨胀量。浸水试样采用 TC-200F 路面材料综合试验机进行渗透试验。当贯入度为 2.5 毫米和 5 毫米时,计算直径为 50 毫米的贯入棒的承载比,以较大值作为 CBR。
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引用次数: 0
Carbon Isotopic Behavior During Hydrocarbon Expulsion in Semiclosed Hydrous Pyrolysis of Type I and Type II Saline Lacustrine Source Rocks in the Jianghan Basin, Central China 中国中部江汉盆地Ⅰ型和Ⅱ型盐湖源岩半封闭含水热解过程中的碳同位素行为
IF 2.4 4区 地球科学 Q2 Earth and Planetary Sciences Pub Date : 2024-01-12 DOI: 10.2113/2024/lithosphere_2023_294
Shaojie Li, Lunju Zheng, Xiaowen Guo, Yuanjia Han
Organic carbon isotopic analysis is a significant approach for oil-source correlation, yet organic carbon isotopic behavior during oil expulsion from saline lacustrine source rocks is not well constrained, and this hinders its wide application for fingerprinting oils generated by saline lacustrine source rock. To resolve this puzzle, semiclosed hydrous pyrolysis was conducted on typical saline lacustrine source rocks from the Qianjiang Formation (type I kerogen) and Xingouzui Formation (type II kerogen) sampled in the Jianghan Basin, China, under high-temperature high-pressure conditions (T = 275℃–400℃; P = 65–125 MPa). Experimental results show that there is minor carbon isotopic fractionation (<3‰) between pyrolyzed and nonpyrolyzed retained oil fractions during the main oil generation/expulsion stage of both type I and II source rocks. Carbon isotopic fractionations between expelled and retained oil fractions are also minor (<2‰) during this stage. The δ13C values of retained and expelled oil fractions generated by the type I saline lacustrine source rock correlate positively with the degree of oil expulsion, whereas the influence of oil expulsion on the δ13C values of oil fractions generated by the type II source rock was not consistent. In addition, carbon isotopic analysis also unravels the mixing of oil-associated gases with different maturity levels and/or generated via different processes. Outcomes of this study demonstrate that oil expulsion from type I and II saline lacustrine source rocks cannot be able to result in large-degree carbon isotopic fractionation, indicating that carbon isotopic analysis is a feasible approach for conducting oil-source correlation works in saline lacustrine petroleum systems.Oil is generated through the thermal degradation of kerogen in hydrocarbon source rock and expelled after migrating within the source rock [1-3]. Oil migration within the source rock can be mainly through diffusion in organic matter networks, whole-phase flow, migration of a liquid-saturated gas phase, and so on [4-6]. Only portions of generated oils are expelled [7], and oil retained within source rocks is an important component of the rock. Besides the economic significance of retained oils (i.e., shale oil [8]), retained oil also has the ability to enhance the hydrocarbon-generating potential of source rocks because it has greater gas generation potential than overmature kerogen, especially for C2–C5 gaseous hydrocarbons [9-11].Fractionation of organic compound classes occurs during oil expulsion. In general, organic fractions with higher molecular weight and higher degrees of polarity are more likely to be retained in source rocks rather than being expelled out of rocks [12-14], and molecular fractionations within individual compound classes may not be substantial [15, 16]. Compared with polar compounds and aromatic hydrocarbons, paraffins are more readily to be expelled [14, 16, 17]. Therefore, the degree of oil expulsion has a si
有机碳同位素分析是一种重要的油源关联分析方法,但有机碳同位素在盐湖源岩出油过程中的表现尚未得到很好的证实,这阻碍了有机碳同位素在盐湖源岩出油指纹识别中的广泛应用。为解决这一难题,研究人员在高温高压条件下(T = 275℃-400℃; P = 65-125 MPa)对中国江汉盆地钱江地层(Ⅰ型角质)和新沟嘴地层(Ⅱ型角质)的典型盐湖源岩进行了半封闭含水热解。实验结果表明,存在轻微的碳同位素分馏(δ13Cethane 和/或 δ13Cethane > δ13Cpropane),这在世界各地的实地研究中都有记录[46, 47, 49, 51-53]。以前的研究表明,有几个过程可导致气体碳同位素逆转,包括各种成因气体的混合[46, 53-56]、热化学硫酸盐还原[57]、氧化还原反应[48]以及气体吸附/解吸/扩散[58, 59]。在使用样品 Wang56 进行的实验中,甲烷、乙烷和丙烷的碳同位素数据在整个研究过程中没有出现明显的同位素逆转(图 11(c))。在使用样品 Xin521 进行的实验中,在 325℃-400℃ 下进行的实验所获得的数据也没有碳同位素逆转的记录(图 11(d))。然而,在 300℃下进行的实验中观察到部分碳同位素反转(图 11(d);δ13C 乙烷 > δ13C丙烷)。在使用样品 Xin521 进行的实验中,乙烷和丙烷发生了混合,这可能是出现部分碳同位素反转的原因[46, 54, 60]。油类/有机萃取物中各个有机组分的碳同位素组成是广泛用于油源相关性的指标[43, 61-67]。无论本研究中观察到的排出油和留存油之间的碳同位素分馏模式如何,δ13C 值在油源相关性工作中的实用性都不会受到影响,因为分馏程度通常较小(δ13C3),在使用处于初生油阶段(300℃)的 II 类湖泊源岩进行的实验中记录了这一点,这可能是由不同前体(如角质和先存沥青)产生的气体混合造成的。本研究结果表明,对单个石油馏分进行碳同位素分析是推断石油源岩和确定伴生烃类气体成因的有效方法。在此,我们要特别感谢谢向阳编辑和周正副主编对我们稿件的处理,以及三位匿名审稿人提出的建设性意见和建议。
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引用次数: 0
Geochronological and Geochemical Constraints on the Magmatic Evolution of the Dun Mountain Ophiolite Belt, New Zealand 新西兰邓山蛇绿岩带岩浆演化的地质年代和地球化学制约因素
IF 2.4 4区 地球科学 Q2 Earth and Planetary Sciences Pub Date : 2024-01-12 DOI: 10.2113/2024/lithosphere_2023_283
Daniel Patias, Renjie Zhou, Jonathan C. Aitchison
New whole-rock major and trace element geochemical, zircon U-Pb geochronological, and Hf isotopic data from gabbroic rocks in New Zealand’s mid-Permian Dun Mountain ophiolite belt (DMO) provide insight into the evolution of subduction systems and early stages of intraoceanic arc development. Fe-oxide-bearing gabbros yielded high εHf(t) values (+10.3 to +13) and zircon U-Pb ages of 271.6 ± 0.6 Ma. In contrast, Fe-Ti-oxide-bearing gabbros of 268.1 ± 0.6 Ma show more enriched geochemical characteristics, including a wide range of εHf(t) values (+15.5 to +6.8). New findings strengthen the evolutionary model for the DMO and place constraints on its youngest known magmatic episode. We infer that late magmatism fingerprinted by these gabbros, including consistent negative Nb-Ta anomalies, reflects early stages of arc development and formation of island arc tholeiites on the DMO. Our model is consistent with other existing regional geochronological and geochemical data, implying that the DMO had an early stage of normal-mid-ocean ridge basalt crustal accretion followed by an influx of slab-derived components and maturity of the subducting system between ca. 271.6 and 268 Ma. These results extend our understanding of the evolution of distinct intraoceanic systems.Ophiolites are fragments of ancient oceanic lithosphere that have been incorporated into continental margins [1, 2]. They can be formed in distinct tectonic settings, including mid-ocean ridge, back-arc, and forearc [3, 4]. However, since the recognition of lava with island arc tholeiites (IAT) and calc-alkaline geochemical signatures in the Troodos ophiolite [5], a growing number of studies have associated these fragments of ancient oceanic lithosphere to intraoceanic convergent plate margins [6]. Such ophiolites, formed during sea-floor spreading above the subducting slab, are referred to as suprasubduction zone (SSZ) ophiolites [7]. They are widely interpreted to form during subduction initiation and early growth of island arcs [2, 7, 8]. As a result, studying their geochemical and geochronological signatures is crucial for understanding plate tectonic processes and intraoceanic systems [3, 9-12].Different geochemical signatures, such as forearc basalt (FAB), boninite, and IAT, can often be found in rocks from the ophiolitic crustal section. These signatures are widely used to identify different stages of the ophiolite and the evolution of the intraoceanic system [13, 14]. However, diverse processes can affect the geochemical characteristics of ophiolitic rocks, for example, the injection of fluids and melts from the slab [15, 16], distinct episodes of melt extraction from the mantle [17], and cumulate processes [18, 19]. Additionally, specific processes, such as colder, denser slabs descending more quickly or a thicker sedimentary cover of the slab, can also contribute to the geochemical heterogeneity of ophiolitic rocks [20-22]. This complexity can make it challenging to determine an ophioli
在气象组织北区,采集了原地和浮游的辉长岩样品(图 1(b))。在罗丁河,对一块具有亚辉质地的叶状铁-氧化物辉长岩(RR-04;41.37467°S,173.29011°E;图 2(a) 和 (e))进行了原位采样。在 RR-04 地点西南两公里处,从一个约 20 米宽的露头采集到了由细长(小于 10 厘米)辉绿岩长钉侵入的各向同性铁-钛-氧化辉长岩(RR-07;41.36678°S,173.30453°E)(图 2(b))。在同一地点附近(RR-07 西北方 4 公里处),从罗丁河(Roding River)的巨石中采集到辉长岩辉长岩(RR-02B;41.35869°S,173.25853°E)(图 2(d))。鉴于河床中橄榄岩和辉长岩巨石的数量以及上游辉长岩露头的存在,该样本被认为来自于 DMO。另一个各向同性的铁-钛-氧化辉长岩(图 2(f)),位于 DMO 与麦饭石组接触点以西 500 米处,采集自矿工河(HT-04;41.39433°S,173.23656°E)中的巨石。考虑到橄榄岩巨石的出现,以及米纳河上游地区被绘制为蛇绿岩地壳段的组成部分,其成因被认为与 DMO 有关(图 1)[38]。在红山超基性岩块内,从 Lowther 溪的一个露头采集到一个辉长岩堤(样本 LC-03;-41.64775,173.00594)(图 2(c) 和 (g))。该堤坝宽 2 米,浅倾角,侵入上地幔橄榄岩,其正长石和富橄榄石层的成分带陡倾。制备的样品用于岩相学、地球化学和锆石同位素分析。表 1 概述了样品的岩相特征,详细情况见在线补充材料 1。全岩主要元素和痕量元素分析在澳大利亚布里斯班的澳大利亚实验室服务设施进行。样品首先经过一系列步骤进行制备,包括清洗、干燥、破碎、分裂和粉碎。使用 X 射线荧光光谱仪测定主要元素氧化物的浓度,精度为 ±2%-5%。此外,还使用电感耦合等离子体质谱仪(ICP-MS)测量了 30 种微量元素,大多数元素的测量精度优于 ±5%。实施了质量控制措施,发现所有标准都在目标范围内,表明分析非常准确。主要氧化物的检出限为 0.01%,而微量元素的检出限则各不相同(在线补充材料 2)。锆石分离是在中国廊坊的河北地质调查院采用标准方法(重力、磁力和重液分离)进行的。将锆石装入环氧树脂中,然后抛光,露出晶核。使用配备了背散射、二次电子和阴极射线(CL)探测器的日立 SU3500 扫描电子显微镜对其进行成像。这些图像用于识别矿物裂缝、分带、内部结构和 CL 特性(CL 图像见在线补充材料 1)。锆石晶粒的同位素和痕量元素分析(91Zr、45Sc、49Ti、88Sr、89Y、93Nb、139La、140Ce、146Nd、147Sm、153Eu、157Gd、172Yb、175Lu、178Hf、206Pb、207Pb、208Pb、232Tb、232Tb、232Tb、232Tb、232Tb)、208Pb、232Th 和 238U)的研究是在昆士兰大学使用配备了 ASI RESOlution SE 193 nm 激光器的 Thermo Fisher iCAP RQ 四极 ICP-MS 进行的。U-Pb 同位素和痕量元素是在同一分析时段采集的。激光光斑的大小根据晶粒的大小进行调整。对于较大的锆石晶体(样品 RR-04、HT-04),采用 30 µm 的光斑尺寸,以 7 Hz 的重复频率和 3 J/cm3 的通量,在 1 秒钟的 30 个周期内采集数据。样品 RR-2B 采用 24 微米光斑尺寸进行分析,激光和 ICP-MS 设置与 30 微米光斑尺寸分析相同。锆石的 U-Pb 年龄分析以 91,500 颗锆石标准[39]为背景,以仪器偏差[40]和 TEMORA2 晶粒[41]为次要标准,以监测精确度和准确度。获得的数据表明,U-Pb 年龄测量的精确度和准确度优于 0.5%(见在线补充材料 1)。按照 Horstwood 等人[42]建议的程序,与 U-Pb 同位素比和一级与二级锆石标准的标准偏差相关的不确定性被传播到样品的不确定性中。对于锆石痕量元素,采用 NIST612 玻璃标准作为主要参考材料。昆士兰大学地球与环境科学学院地质分析质谱中心使用配备了 ASI RESOlution SE 193 nm 激光器的 Nu Plasma II 多收集器 ICP-MS (MC-ICP-MS) 对锆石中的 Lu-Hf(质量 171-180)进行了同位素分析。 在分析 U-Pb 同位素和痕量元素的同一光斑上,使用 50 µm 的较大光斑尺寸,以 8 Hz 的重复频率和 3 J/cm3 的样品通量,进行了三十五次一秒周期的测量。分析程序遵循 Zhou 等人的方法[44]。主要和次要锆石标准与用于 U-Pb 年龄分析的标准相同。一级标准(91,500)和监测标准(TEMORA2)的准确度和精确度均优于 0.1%。有关分析程序、数据质量、地球化学分析、锆石微量元素和同位素数据的更多信息,见在线补充材料 1 和 2。在判别图中,样品位于辉长岩或辉长闪长岩区域,具有亚碱性倾向(在线补充材料 1)。值得注意的是,地球化学可根据样品的元素丰度将其分为两个不同的类别,与Fe-Ti-Ox各向同性辉长岩(HT-04和RR-07;图3和图4)相比,Fe-Ox辉长岩(RR-04)和辉长岩堤(LC-03)具有更贫化的特征。铁氧化辉长岩(RR-04)的 TiO2 丰度也较低(0.24 重量%),但 SiO2 值(49.59 重量%)和 MgO 值(7.72 重量%)较低。与铁钛氧化物辉长岩相比,这些样品的氧化镁、氧化钙和铬(440、870 ppm)含量较高。相比之下,地球化学含量较高的样品(HT-04、RR-07)的二氧化硅(51.19、54.24 wt.%)和二氧化钛(0.86、0.94 wt.%)含量较高,而氧化镁(6.03、7.26 wt.%)和铬(150、340 ppm)含量较低。值得注意的是,贫化程度较高的样品显示出较低的 Ti/V 比值(1-25)和 Nb/Ta 比值(1-3),而铁钛氧化物辉长岩往往显示出较高的 Ti/V 比值(32-40)和 Nb/Ta 比值(11-13)。在主要氧化物地球化学图(MgO vs. TiO2 和 SiO2 vs. MgO;图 3(a)和(b))中,样品被绘制在与俯冲过程(岛弧和 FAB)相关的区域内。在原始地幔归一化痕量和软玉归一化 REE 图(图 4(a)和(b))中,与铁-钛氧化物辉长岩样品相比,堤(LC-03)和铁-氧化物辉长岩(RR-04)显示出更大的痕量元素损耗。这些样品中一些高场强元素(HFSEs),如 Nb、Zr、Hf 和 Ti 的丰度明显较低,大离子亲岩元素(LILEs,如 Ba、K、Rb、Cs 和 Sr)呈正异常。相比之下,富集程度较高的样品(Fe-Ti-氧化物辉长岩)类似于 N-或 E-MORB,表现出 LILE 的富集,但 HFSE 的损耗极小(图 4(a))。在软玉归一化 REE 图中也观察到类似的模式,其中辉长岩堤和铁氧体辉长岩与铁钛氧化物辉长岩样品相比,显示出更大的 REE 损耗(图 4(b)),后者显示的 REE 含量类似于 E- 或 N-MORB。与
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引用次数: 0
Study on Shear Slip Characteristics of Sandstone Plane Joints under Normal Dynamic Load Disturbance 正常动荷载扰动下砂岩平面接缝的剪切滑移特性研究
IF 2.4 4区 地球科学 Q2 Earth and Planetary Sciences Pub Date : 2024-01-12 DOI: 10.2113/2024/lithosphere_2023_282
Kangyu Wang, Caiping Lu, Yang Liu, Caijun Shao, Jian Zhou, Zhaowei Zhan
Rock joints are susceptible to slip instability due to dynamic load disturbances such as blasting, earthquakes, and fracturation. A series of direct shear tests under the dynamic load were conducted on sandstone plane joints using the RDS-200xl. The work investigated the effects of normal static loads and normal dynamic-load frequencies and amplitudes on plane joints. Besides, the following items were proposed, that is, the peak-to-valley response rate, shear velocity vibration dominant frequency, shear-stress reduction coefficient, and discrete element numerical simulation method for plane-joint direct shear tests. The results were as follows: (1) The normal dynamic load frequency played a role in attenuating the shear stress amplitude with a threshold value of 0.5 Hz. (2) The shear velocity of the plane joint was completely controlled by the high normal dynamic load frequency. Their vibrational dominant frequencies were identical. (3) The amplitude of shear stress increased, and the median stress decreased with the increased normal dynamic load amplitude. The reduction-coefficient equation for sandstone plane joints was proposed to evaluate the shear stress under the normal dynamic load disturbance. (4) The shear-stress hysteresis phenomenon existed in the plane joints under the normal dynamic load, which required excessive shear displacements to reach peak shear strength. The peak shear displacement increased with the increased normal static load. Numerical simulations and indoor tests showed that high- and low-shear-velocity regions were the main reason for shear-stress hysteresis. The findings are conducive to revealing the shear destabilization mechanism of rock joints under dynamic load disturbance.Rock is a complex geological body composed of joints and rock masses, and shear damage along the joints is one of the main damage modes of rocks [1]. The shear behavior of rock joints is an important basis for the project design and safety assessment in practical engineering. The force form of rock engineering is a combination of dynamic and static loads due to blasting, explosion, or seismic stimulation. Compared with static-load shear damage, the shear behavior of rocks under the dynamic load is more complicated. Research findings indicate that fault slip exhibits an inherent instability, characterized by a concurrent misalignment and a decline in the stress. When an earthquake occurs, normal and shear stresses change around the fault [2-4]. Therefore, it is of great significance to study the shear behavior of rock joints under the dynamic–static load combination.Tests consider real stresses in rock engineering, and research generally focuses on dynamic loading conditions in rocks’ normal and tangential directions. Guo et al. [5] investigated the fatigue damage and irreversible deformation of salt rocks under the uniaxial cyclic loading. The fatigue life of salt rocks is mainly affected by their structure and normal stress amplitude. Liu et al
第二阶段是在正常静载荷稳定后,同时施加正常动载荷和启动剪切驱动。正弦波是根据静应力叠加的(公式.(1)).剪切过程受位移控制,速度为 0.02 mm/s,位移为 10 mm。其中,σsd 为法向叠加应力;σd 为法向动载荷振幅;f 为频率;t 为时间。图 4 显示了法向动载荷振幅为 ±0.5MPa、频率为 0.25 Hz 和法向静载荷分别为 1、3 和 5 MPa 时的剪切应力和剪切位移曲线。法向应力区间与设定值一致,剪应力随着剪切位移的增加而非线性增加。在达到剪应力峰值后,剪应力与波动的法向应力保持在一个相对稳定的区间,剪应力中值保持不变。图 5 显示了动载荷频率测试程序的测试结果(法向应力和剪应力的峰值和谷值)。与静载荷下试样的剪应力峰值相比,施加动载荷后试样的剪应力峰值明显降低。以相同的频率 0.1 Hz 施加法向动荷载。在 1、3 和 5 兆帕的法向静载荷下,试样的剪应力分别从 0.66、2.05 和 3.345 兆帕降至 0.612、1.526 和 2.218 兆帕(降幅分别为 7.3%、25.6% 和 33.69%)。施加 1、3 和 5 兆帕正常静载荷时,剪应力中值分别为 0.47、1.22 和 2.05 兆帕。三种静载荷在不同频率下的剪应力中值变异系数(标准偏差除以平均值)分别为 0.047(静载荷为 1 兆帕)、0.056(静载荷为 3 兆帕)和 0.043(静载荷为 5 兆帕)。根据规范中的参数变化标准[22],剪应力中值的变化 "非常小"。剪应力的峰谷响应率定义为:τmax 和 τmin 分别为剪应力的峰值和谷值;σmax 和 σmin 分别为法向应力的峰值和谷值。在法向静载荷为 1、3 和 5 兆帕时,试样的峰谷响应率分别从 32.40%、44.31% 和 38.66% 下降到 13.13%、7.56% 和 6.17%。将剪应力的峰谷响应率与正常动态加载频率进行拟合,可得到一个指数函数。拟合函数曲线表明,正常动态加载频率对剪应力峰谷响应率的衰减效应阈值为 0.5 赫兹。在达到动态加载频率阈值(0.5 赫兹)之前,静载荷为 1、3 和 5 兆帕的试样的剪应力峰谷响应率分别降低了 13.8%、30.3% 和 26.9%。剪应力的峰谷响应率随着法向频率的增加而显著降低。静载荷为 1、3 和 5 兆帕的试样在超过动态加载频率阈值(0.5 赫兹)后,剪应力的峰谷响应率分别降低了 4.9%、6.2% 和 6.2%。总之,正常的动荷载频率有助于降低剪应力振幅。随着正常静载荷的增加,衰减效应变得更加明显。动荷载剪切过程中的平面连接具有法向动荷载频率高、剪应力振幅低的特点,法向动荷载频率的变化会影响结构平面的剪切滑移[23, 24]。因此,应研究剪切过程中剪切速度的演变。图 7(a)显示了在正常静载荷为 1 MPa、正常动载荷振幅为 ±0.5 MPa 的试验中,不同正常动载荷频率下的剪切位移-时间曲线。剪切位移曲线起伏不定。剪切速度是通过计算整个剪切过程中剪切位移-时间曲线上各点的斜率得到的。
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引用次数: 0
Late Oligocene to Early Pliocene Exhumation and Structural Development in the Western Himalaya, Northern Pakistan: Implications for the Cenozoic Metamorphic Overprint 巴基斯坦北部西喜玛拉雅晚渐新世至上新世早期的出露和构造发展:新生代变质叠印的影响
IF 2.4 4区 地球科学 Q2 Earth and Planetary Sciences Pub Date : 2024-01-12 DOI: 10.2113/2024/3252550
Irum Irum, Humaad Ghani, Edward R. Sobel, Gerold Zeilinger, Uwe Altenberger
New middle Miocene to Pliocene (~14–3 Ma) apatite fission track (AFT) cooling ages combined with published K–Ar/Ar–Ar and zircon fission track (ZFT) ages from the Hazara and Swat regions of Pakistan are used to explain the Oligocene to Pliocene structural evolution in the Western Himalaya. The structural model explains the distribution of K–Ar/Ar–Ar ages in three distinct age groups (Proterozoic, Paleozoic-Mesozoic, and Eocene to Oligocene). The Proterozoic to Mesozoic sequence of northern Hazara and Swat experienced elevated temperature and pressure conditions, evident by reset Eocene to Oligocene K–Ar/Ar–Ar hornblende and Eocene to Miocene muscovite ages, caused by Kohistan overthrusting the Indian margin during and after the India–Asia collision. Samples from the Indus syntaxis with Paleo to Mesoproterozoic K–Ar/Ar–Ar hornblende ages and Eocene to Oligocene Ar–Ar muscovite ages show no signs of Cenozoic metamorphism; these samples were thermally imprinted up to the Ar–Ar muscovite closure temperature. Neoproterozoic to Lower Paleozoic rocks from the southern parts of Hazara and Swat show Mesozoic to Oligocene partially reset Ar–Ar muscovite ages and preservation of Ordovician metamorphism. The combined analysis of published K–Ar/Ar–Ar (muscovite), ZFT, and new AFT ages (~14–12 Ma) suggests that the Main Central thrust/Panjal thrust was active from Oligocene to early Miocene (~30–18 Ma), and the Nathia-Gali and Main Boundary thrusts were active from the middle to late Miocene (~14–9 Ma) in the Hazara area. New and published AFT ages (~6–3 Ma) from the Indus syntaxis suggest that early Pliocene tectonic thickening in the hinterland formed the N–S trending Indus anticline, creating an erosional half window in the Main Mantle thrust, forming the Indus syntaxis, and dividing the Main Central thrust sheet into the Hazara and Swat segments.The Himalaya, one of the most tectonically active mountain ranges in the world, exposes thrust belts that record both in-sequence and, less frequently, out-of-sequence propagation of deformation over million to millennial and decadal time scales (Figure 1). Detailed geochronologic, thermochronologic, geomorphologic, and thermobarometric studies in different parts of the Himalayan Orogen have highlighted differences in the structural style, spatiotemporal development of the structures, and effects of Cenozoic Himalayan metamorphism on the subducting Indian plate (1, and references therein). The Himalaya is tectonostratigraphically subdivided into four zones (Tethys-, Greater-, Lesser-, and Sub-Himalaya), bounded by southward-younging thrusts originating from the sole thrust known as the Main Himalayan thrust (MHT). However, studies in the Northwestern Himalaya have suggested that deformation switched back to the hinterland, resulting in the formation of out-of-sequence thrusts, reactivation of older thrusts, and zones of high seismicity and exhumation driven by tectonic and climatic processes [2-4].The Himalaya can
最近的构造模型也没有提供有关海拔高度测量区以南,即哈扎拉和斯瓦特地区构造演化的详细情况[6, 7, 12]。在本研究中,通过将渐新世至上新世的构造演化与新生代掘起的数据联系起来,我们可以更好地解释变形序列、始新世热印迹对印度板块俯冲部分的影响以及研究地区不同世代变质作用的保存情况。我们展示了哈扎拉和印度河综合区花岗岩的 11 个新的 AFT 年龄(图 2,4)。这些新数据与已公布的斯瓦特、卡汗、尼勒姆和南加帕尔巴特等毗邻地区的低温热时学和 K-Ar/Ar-Ar 年龄数据一起展示,以确定西喜马拉雅腹地构造演化的时间。根据 Treloar 等人[7]、DiPietro 等人[12]的模型和观测结果,以及本研究的结果,我们推导出了一个概念性构造模型,该模型显示了渐新世到上新世的构造发展,以及这如何推动了巴基斯坦西部腹地地区的掘起。位于巴基斯坦北部的兴都库什山脉、喀喇昆仑山脉和科希斯坦弧,形成于古生代-中生代时期的印度和亚洲交界处(图 1)。古生代晚期新特提斯大断裂导致裂块分离,这些裂块向北迁移,并在晚三叠世至早侏罗世锡梅利亚造山运动期间向亚洲增生,形成了喀喇昆仑山脉和兴都库什山脉[13, 14]。科希斯坦弧北部被喀喇昆仑山主脉(MKT)与欧亚板块(喀喇昆仑山脉和兴都库什山脉)隔开,南部被印度河断裂(又称 MMT)与印度板块隔开[15-17]。科希斯坦弧被认为是特提斯洋内俯冲作用形成的俯冲岛弧,始于晚侏罗世-早白垩世[17-19]。白垩纪晚期,科希斯坦弧内的断裂导致大量岩浆侵入体喷出[19]。在始新世时期,科希斯坦弧与印度和亚洲的缝合完成了特提斯的闭合和印度与亚洲的碰撞[10, 17, 20]。南迦帕尔巴特合成构造位于科希斯坦弧和拉达克弧之间,是一个南北走向的穹隆构造,从东到西几乎完全以MMT为界[21]。南迦帕尔巴特合成地壳由印度板块岩石组成,这些岩石在碰撞后经过高压和高温条件下的变质,并被年轻的花岗岩侵入[22]。印度和亚洲的碰撞导致喜马拉雅及其褶皱和推力带自始新世时期开始发育。西喜马拉雅造山带是一个广义的术语,用来代表尼泊尔以西至阿拉伯海的地区,包括西北喜马拉雅、西喜马拉雅和喜马拉雅轴带[1](图 1)。根据 DiPietro 和 Pogue 的提议[5],我们在此使用西喜马拉雅来代表南迦帕尔巴特句法和喜马拉雅轴带之间的 MMT 以南的喜马拉雅地区。西喜马拉雅从北到南分为三个不同的构造地层带:(1) 西部腹地(火成岩和变质岩带)、(2) 小喜马拉雅和 (3) 次喜马拉雅[5](图 1 和图 2)。西部腹地的北面与 MMT 相邻,南面与中央主推岩/Panjal 推岩(MCT/PT)相接。该区域主要由印度板块的下新生代至中生代火成岩和变质岩组成[5, 23, 24]。下新生代中级变质岩出露于印度河反断裂带,该断裂带将该地区分为哈扎拉地区和斯瓦特地区[25]。在这些地区,新元古代岩石被奥陶纪曼塞拉花岗岩和斯瓦特花岗岩侵入[26](图 2)。小喜马拉雅山北部由新生代板岩组成,上覆中生代至始新世沉积地层,这些地层在 MCT/PT 与 Nathia-Gali 推力之间强烈变形,形成推力片堆积层(图 2)。主边界推力(MBT)的悬壁由强烈变形的中生代至始新世沉积岩系组成,被推向哈扎拉-克什米尔综合地层和次喜马拉雅山的新近纪前缘地层[9, 27-29]。哈扎拉-克什米尔综合地层包含褶皱的新近纪前缘地层和位于地核的巴拉科特-巴格断层(图 2)。哈扎拉-克什米尔地层的西部边界以活跃的巴拉科特-杰赫勒姆断层为标志。次喜马拉雅山由前寒武纪至上新世时期的沉积序列组成,这些沉积序列构成了褶皱与推力带的外部部分[28-30]。
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引用次数: 0
Compressive Fracture Behavior and Acoustic Emission Characteristics of Sandstone under Constant Crack Water Pressure 恒定裂隙水压力下砂岩的压缩断裂行为和声发射特性
IF 2.4 4区 地球科学 Q2 Earth and Planetary Sciences Pub Date : 2024-01-12 DOI: 10.2113/2024/lithosphere_2023_314
Jiancheng Huang, Yong Luo, Chengzhi Pu, Song Luo, Xuefeng Si
Engineering rock containing flaws or defects under a large water source is frequently subject to the couple influence of constant crack water pressure and geostress. To investigate the fracture behavior of precracked rock under hydromechanical coupling with constant crack water pressure, compression tests were conducted on red sandstone specimens containing a single crack of different angles using a device to realize the constant crack water pressure during loading, and the failure process of rock specimens was monitored by acoustic emission (AE) technique. The results show that the presence of constant crack water pressure has a significant promotion effect on the development of shear wing cracks, and the promotion effect is influenced by the prefabricated crack angle and water pressure. As the constant crack water pressure increases, the failure mode of the 0° precrack specimen changes from “X”- shear failure to the single oblique shear failure along the shear wing crack direction, the main failure crack of the inclined precracked specimens (precrack angles of 15°, 45°, and 60°) changes from a small acute angle with the prefabricated crack to a direction along the shear wing crack, and irregular cracks occur at the chipped prefabricated crack in the 90° precracked specimen. With an increase in the constant crack water pressure, the average energy for a single hit, cumulative AE energy, and cumulative AE hits decrease, and the proportion of the tensile cracks increases and that of the shear cracks decreases.In underground mining, water conservancy and hydropower, geothermal development, and oil exploitation projects, rock structure inevitably contains various flaws and can be damaged and destroyed due to stress variations [1-7]. Therefore, the study of the failure characteristics of rocks with original crack, such as the crack propagation mechanism [8-11], mechanical properties [12-14], and acoustic emission (AE) characteristics [15-17], has been popular in recent years. Water, as a common liquid in the earth crust, is commonly present in rock flaws in underground engineering structures [18]. Due to the low permeability, rocks are often subjected to the influence of crack water pressure. In general, there are two common types of crack water pressure in rocks, as demonstrated by cases I and II in Figure 1. In case I, the crack water is not connected to a large water source, and the crack water pressure is not replenished in time during crack expansion. Therefore, the crack water pressure decreases as the crack expands. In case II, the crack water is connected to a large water source, the crack water pressure is immediately replenished during the crack propagation, so that the water pressure remains almost constant. This type of crack water pressure is termed the constant crack water pressure. With the rapid development of various types of rock engineering, increasing underground projects are being constructed under large water sources (e.g., tunn
大水源下含有缺陷或瑕疵的工程岩石经常受到恒定裂隙水压力和地应力的耦合影响。为了研究在恒定裂隙水压力的水力机械耦合作用下预裂隙岩石的断裂行为,利用加载过程中实现恒定裂隙水压力的装置,对含有不同角度单裂隙的红砂岩试件进行了压缩试验,并利用声发射(AE)技术监测了岩石试件的破坏过程。结果表明,恒定裂缝水压的存在对剪切翼裂缝的发展有显著的促进作用,而促进作用受预制裂缝角度和水压的影响。随着恒定裂缝水压的增加,0° 预裂缝试样的破坏模式由 "X "型剪切破坏转变为沿剪切翼裂缝方向的单斜剪切破坏,倾斜预裂缝试样(预裂缝角度为 15°、45° 和 60°)的主要破坏裂缝由与预制裂缝成小锐角转变为沿剪切翼裂缝方向,90° 预裂缝试样的崩裂预制裂缝处出现不规则裂缝。在地下采矿、水利水电、地热开发、石油开采等工程中,岩石结构不可避免地存在各种缺陷,会因应力变化而受到破坏和破坏[1-7]。因此,对带有原始裂缝的岩石的破坏特征,如裂缝扩展机理[8-11]、力学性能[12-14]和声发射(AE)特征[15-17]等的研究近年来很受欢迎。水作为地壳中常见的液体,通常存在于地下工程结构的岩石缺陷中[18]。由于渗透率低,岩石经常受到裂隙水压力的影响。一般来说,岩石中常见的裂隙水压力有两种类型,如图 1 中的情况 I 和情况 II 所示。在情况 I 中,裂隙水没有与大水源相连,裂隙水压力在裂隙扩展过程中得不到及时补充。因此,裂缝水压会随着裂缝的扩展而降低。在情况 II 中,裂缝水与大型水源相连,裂缝水压在裂缝扩展过程中立即得到补充,因此水压几乎保持恒定。这种裂缝水压称为恒定裂缝水压。随着各类岩石工程的快速发展,越来越多的地下工程在大型水源下施工(如湖底隧道和海底采矿)。遇到恒定裂隙水压力的情况也越来越多。因此,有必要研究恒定裂隙水压力对裂隙岩石破坏行为的影响。目前,已有大量关于裂隙水压力对岩石破坏特性影响的数值和实验研究[19-25]。Pu 等[26]利用数值模拟方法研究了裂隙水压力对裂隙扩展和岩石强度的影响,揭示了水压力作用下岩石的裂隙破坏和断裂机理。Li 等[27]利用三维数值模型中的快速拉格朗日连续体分析方法研究了裂隙水压力作用下单轴压缩岩石的破坏演化过程。Wang 等[28]提出了一种利用扩展有限元法模拟渗流应力耦合作用下裂缝扩展的数值方法。Li 等[29]提出了一种基于均质化方法和水平集方法的岩石异质性和多水力裂缝扩展建模方法。Ma 等[30]通过数值和分析方法分析了压裂液热物理参数对干热岩破坏的影响。Haeri 等人[31] 利用断裂分析代码模拟了岩石中节理分布对圆孔水力压裂的影响。Gu 等人[32-34]通过实验方法研究了孔隙度对水饱和砂岩和煤动态响应的影响。他们发现水饱和砂岩和煤的削弱程度与孔隙度呈正相关。他们还探讨了孔隙度和含水率对软煤断裂扩展和动态强度的影响机理。Li 等人
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引用次数: 0
Paleogene Sedimentary Basin Development in Southern Nevada, USA 美国内华达州南部古近纪沉积盆地的开发
IF 2.4 4区 地球科学 Q2 Earth and Planetary Sciences Pub Date : 2024-01-12 DOI: 10.2113/2024/lithosphere_2023_225
Jens-Erik Lundstern, Theresa M. Schwartz, Cameron M. Mercer, Joseph P. Colgan, Jeremiah B. Workman, Leah E. Morgan
The cause of the transition from Mesozoic and early Cenozoic crustal shortening to later extension in the western United States is debated. In many parts of the extant Sevier hinterland, now the Basin and Range Province, the sedimentary sections that provide the most direct record of that transition remain poorly studied and lack meaningful age control. In this paper, we present field characterization supported by U-Pb detrital zircon and 40Ar/39Ar feldspar ages for ten sections across southern Nevada. We describe a newly identified basin, here named the Fallout Hills basin, which preserves >1.0 km of sedimentary deposits as old as middle Eocene, ca. 48 Ma. Deposition occurred during the 20 m.y. (million years) before the 27.60 ± 0.03 Ma Monotony Tuff blanketed much of south-central Nevada, based on 47.6 Ma and younger detrital zircon maximum depositional ages (MDAs) from near the Pintwater and Spotted Ranges. Elsewhere in southern Nevada, prevolcanic Cenozoic strata commonly form thinner (~100 m), isolated exposures that yield detrital zircon MDAs ≤10 m.y. older than (and in some cases essentially the same age as) the ca. 27–28 Ma ignimbrites that cap the sections. A variable but overall upward-fining facies pattern is observed in both the Fallout Hills basin and the thinner sections. These localized patterns imply topographic changes that are unlikely to reflect plate-scale processes and are not consistent with large-magnitude extension. Instead, variable uplift due to magmatism combined with antecedent topographic relief from thrust faulting and subsequent erosion likely provided accommodation for these deposits.Supracrustal rocks often provide some of the only records of topographic evolution and magmatic activity in ancient orogenic systems. They are, therefore, valuable for inferring the geometry, timing, and causal factors of tectonism and for constraining topographic change for use in geodynamic models [1, 2]. There is active debate concerning the fundamental transition that occurred in the western United States (Figure 1) from Mesozoic and early Cenozoic crustal shortening to Neogene basin-and-range extension [3, 4], which has implications for the study of crustal dynamics worldwide, including the stability of compressional orogens and the causes of extension. Sedimentary rocks deposited during this transition are sparse and generally not well studied across Nevada, eastern California, and western Utah, where one model has proposed that Cretaceous shortening thickened the crust sufficiently to support an orogenic highland commonly referred to as the Nevadaplano [5], while another has suggested that elevated topography was achieved only later due to south-migrating middle Cenozoic volcanism [3, 6]. Detailed constraints on the timing and setting of deposition would be valuable for understanding surface dynamics and the associated driving forces during this time and would assist with testing between sharply differing models that have been p
我们认为,内华达州南部的地层大多沉积在后收缩盆地中,而不是由板块尺度的过程推动盆地的形成,这些盆地的位置和几何形状是由之前的塞维尔时代晚期的推断断层、空间上可变的河流侵蚀或新生代火山活动控制的。也有可能是集中在构造或地层薄弱地带的老河道侵蚀为始新世至渐新世的沉积提供了空间。Beard[52]和 Lamb 等人[124, 125]同样认为,东南部彩虹花园盆地(图 2)沉积的大部分沉积物都是从附近中生代至古新世塞维尔断层和拉雷米亚断层期间产生的地形隆起上暴露的古生代和中生代岩石中侵蚀而来,并通过较年轻的渐新世河道网络输送到邻近的东北向低地。值得注意的是,在我们研究区域的某些地方,新生代地层明显沉积在明显的古地形起伏上(几十米到几百米),这一点可以从单位厚度的横向变化和斑点山脉东北部基底-新生代不整合层之上明显的层理叠加看出(图 9)、图 9)、平特沃特山脉东部(在线补充材料图 S2)、北帕克山脉(在线补充材料图 S7)[135-137] 和德拉马尔山脉东南部(在线补充材料图 S10)[143]。我们在许多断面上记录的山坡沉积和冲积扇沉积的证据同样表明沉积在地形起伏较大的地区,这些沉积在空间上的重复出现表明整个研究区域地形崎岖不平。此外,值得注意的是,瀑布山盆地最厚的沉积物集中在斑点山脉推断断层系统[38, 40, 79, 81, 83]的出露区附近,包括斑点山脉的北侧,那里的沉积岩似乎填充了一条古峡谷,向西穿过埋骨山,到达推断断层的上盘(图 2 和图 9)。内华达州南部其他几处火山前新生代岩石的出露地段也位于中生代推断断层的出露地段附近,包括我们在德拉马尔山脉东南部、东帕赫拉纳加特山脉和乱石山的地段(图 2)。虽然所有地段的沉积岩都沉积在火山岩之下(图 4),但在我们研究区域(图 2)的北部和东北部,印第安峰-卡连特和内华达中部闪长岩岩场的首次喷发发生在约 36 Ma [123, 126],与几个地段的沉积开始时间相近(图 12)。除了与地壳内岩浆和热能的增加有关的区域性隆起之外,局部地形的隆起和下沉也会伴随着岩浆室的充填和排空,早期喷发的物质会阻塞火山口附近的排水管网,即使这些物质没有到达所研究的地段。岩浆活动对容纳和沉积作用的影响在北帕罗克山脉南部的地段尤为明显,该地段明显的地形起伏与附近的印第安峰-卡连特闪长岩活动有关(如上所述),似乎早于沉积作用或与沉积作用同步进行[135, 137, 138]。研究区域内最厚、最古老的沉积层位于 Fallout Hills 盆地沉积中心,其部分厚度早于这些可能的合火山沉积层,并且位于这些沉积层的远端,可能是由于北面和东面地形的发展而增加了沉积物的流入。虽然我们所记录的沉积很可能发生在推力断层之前遗留下来的、由岩浆系统同步发展所形成的容积中,但我们在许多接替层顶部附近所记录的湖泊状石灰岩所显示的沉积与几种可能的原因是一致的,其中包括断层疤痕、滑坡或新喷发的火成岩和熔岩对流出的阻碍。然而,我们并没有观察到表明沉积在正常断层悬壁中的扇形倾角或厚度变化,尽管这种模式很难观察到,特别是对于较薄和暴露较少的地段。即使这些地层中的部分或全部沉积在正断层所形成的容积中,这些沉积的厚度和范围也不能表明是大范围的区域延伸。尽管这些地层覆盖了广阔的区域,而且厚度相对较厚(约 1.5 米),但它们并不表明这些地层具有大的区域延伸性。
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引用次数: 0
Whole-Rock and Apatite Geochemistry of Late Triassic Plutonic Rocks in the Eastern Songpan-Ganzi Orogenic Belt: Petrogenesis and Implications for Tectonic Evolution 东松潘-甘孜造山带晚三叠世板块岩的全岩和磷灰石地球化学:岩石成因及其对构造演化的影响
IF 2.4 4区 地球科学 Q2 Earth and Planetary Sciences Pub Date : 2024-01-12 DOI: 10.2113/2024/lithosphere_2023_284
Haoyu Yan, Zhiqin Xu, Guangwei Li, Bihai Zheng, Jianguo Gao, Xiaoping Long
To constrain the late Triassic tectonic evolution of the Songpan-Ganzi orogenic belt, we present new whole-rock and in situ apatite geochemistry for plutonic rocks in its eastern margin. The Taiyanghe pluton can be classified into two rock types: dioritic and granitic rocks. The former exhibits low SiO2 and MgO contents but high Al2O3, Th, LREE contents, and Th/Yb and Th/Nb ratios, as well as low Ba/La and Ba/Th ratios and enriched Sr-Nd isotopic compositions, which, together with apatite geochemistry and Nd isotopes, indicate that they were derived from low degrees of partial melting of lithospheric mantle metasomatized by sediment-derived melts. The latter is characterized by high Sr and low Y and Yb, with elevated Sr/Y and (La/Yb)N ratios, implying an adakitic affinity. Notably, their similar Sr-Nd isotopic compositions indicate an origin from partial melts of a newly underplated lower crust. The Maoergai granitic rocks, characterized by high Sr and low Y and Yb contents with high Sr/Y and (La/Yb)N ratios, are indicative of adakitic rocks. In combination with the enriched whole-rock Sr-Nd isotopes and the apatite Nd isotopic data, we suggest that they were generated by the partial melting of the ancient thickened mafic lower crust. The Markam and Yanggonghai felsic granitoid rocks are peraluminous and similar to typical S-type granitoids, indicating an origin from remelting of the Triassic metasedimentary rocks. Based on the temporal-spatial relationship of the late Triassic plutonic rocks in the orogenic belt, we suggest that these rocks were formed in association with the roll-back and subsequent break-off of a subducted slab of the Paleo-Tethys Ocean. During the subduction, the formation of the Maoergai adakitic rocks was triggered by slab roll-back, whereas the magmatic “flare up” (ca. 216–200 Ma) was likely caused by slab break-off. This indicates that the final closure of the Paleo-Tethys Ocean happened in the end of the Triassic or Early Jurassic.Orogenic belts are important sites where voluminous magmatic rocks with diverse lithologic and geochemical characteristics are produced [1-3]. However, the diversity of magmatic rocks developed in orogenic belts has been a topic of debate concerning their sources, magmatic processes, and geodynamic settings involved in petrogenesis [1-7]. Particular attention has been usually focused on the geodynamic framework, which can be generally regarded to be grouped into two types according to the temporal relationship to the tectonic evolutionary process of orogenic belts: subduction and postcollision [4, 8]. Magmatic rocks with diverse geochemical characteristics in orogenic belts offer a critical window to understand the tectonic evolution of these stages [1, 3, 4, 7]. Therefore, the tectonic evolution of orogenic belts could be accurately reconstructed by investigating the temporal-spatial variability and geochemical signatures of these diverse magmatic rocks.The Songpan-Ganzi orogenic belt is widel
作者声明,他们没有任何已知的经济利益或个人关系可能会影响本文所报告的工作。本研究得到了国家自然科学基金(编号:91955203和92162211)、南京大学卓越计划和中国地质调查局(DD20230340)的资助。感谢审稿人和编辑分别对稿件提出的有益意见和处理意见。 这些富含LILEs(Rb、Ba和Sr)和贫乏HFSEs(Nb、Ta和Ti)的侵入岩被认为是由板块衍生的流体或熔体相部分熔化地幔楔而形成的[16, 20, 122]。第三,松潘-甘孜造山带深成岩的同位素年龄范围与弧相关岩浆活动相似,最年轻的年龄在玉树弧和伊墩弧的南部俯冲带以上(约263-203 Ma)和昆仑东部地层的北部俯冲带以上(约225-200 Ma)[20, 106, 123-126]。此外,以往的研究表明,松潘-甘孜造山带侵入岩的锆石Hf和全岩Sr-Nd同位素组成与三叠纪的伊墩和昆仑深成岩相似,从而表明松潘-甘孜造山带岩浆活动产生于大陆弧或岛弧[20]。最后,大量的野外调查结合三叠纪沉积盖层中的锰云母40Ar/39Ar年龄和锆英石U-Pb年龄,反映出三叠纪中晚期的连续沉积并没有中断[127-129],表明松潘-甘孜造山带周围直到三叠纪末期都没有发生弧-大陆或大陆-大陆事件[23]。因此,根据上述重要证据,在晚三叠世,古特提斯洋板块仍然存在,并且仍然俯冲在宜敦弧和松潘-甘孜造山带之下。古特提斯洋的最终关闭时间被推定为早侏罗世或晚三叠世末期,海相沉积向非海相沉积的明显转变进一步证实了这一点[130]、金沙江缝合线和松潘-甘孜造山带复合体中存在早侏罗世海相沉积地层[131],以及早侏罗世时代的变质和变形峰值[30, 109, 132]也进一步证实了这一点。松潘-甘孜造山带由于拥有众多主年龄介于约 231 Ma 至约 200 Ma 之间的柱状岩,因此具有约 30 Ma 的长期岩浆活动,这与冈底斯带的古新世柱状岩浆活动相似[8, 133, 134]。冈底斯带中具有多种地球化学和岩石学特征的古新世侵入岩涉及多种来源,包括增厚的下地壳、变质地幔和古印度大陆地壳物质[133-135]。这些岩浆岩的形成通常被认为与新特提斯洋关闭的最后阶段(包括板块后退和断裂过程)有着必然的联系[8]。松潘-甘孜造山带上具有多种岩石学和地球化学特征的晚三叠世侵入岩还包括多种岩浆源(沉积盖层、下地壳和变质地幔)[12]。重要的是,这些岩浆岩最近被认为是在古泰西洋关闭的最近阶段产生的[12, 20, 28]。本研究考察的具有代表性的块状岩石就是在这一关键阶段出现的。因此,我们认为古特提斯洋板块俯冲的后退和断裂可以为解释松潘-甘孜造山带广泛分布的晚三叠世岩浆岩的不同岩石学和地球化学特征提供合理的机制[12, 20, 28]。松潘-甘孜造山带的早期岩浆活动主要以赤铁矿(包括毛尔盖赤铁矿)和少量I型和S型花岗岩及岩浆岩为主(约231-216 Ma)[16, 18, 20-22, 122]。这些岩石与古特提斯洋板块的后退密切相关(图14(a))。板块的后退引起了热星体层的上升,提供了足够的对流热量来熔化古特提斯洋板块,增厚了岩浆岩下地壳,并使岩石圈地幔和沉积覆盖层(图14(a))变质,产生了高K钙碱性岩浆,并伴有或不伴有赤铁矿和S型花岗岩岩浆[12, 17, 20, 28]。最近对松潘-甘孜造山带及邻近地区三叠纪海洋沉积物的产地研究也支持古特提斯洋的板块后退[131, 136]。这些研究表明,沉积物最初来源于近大陆或陆块,在板块后退之前沉积到古特提斯洋的残余部分,然后来自远大陆的沉积物沉积下来,这可能是古特提斯洋板块后退引起的[131, 136]。
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引用次数: 0
Theoretical and Experimental Study on Parameter Optimization of Active Sources in Seismic Tomography 地震层析成像中主动源参数优化的理论与实验研究
IF 2.4 4区 地球科学 Q2 Earth and Planetary Sciences Pub Date : 2024-01-12 DOI: 10.2113/2022/1742306
Xinyuan Tian, Siyuan Gong, Linming Dou, Shun Hu, Bengang Chen, Qiang Lu
Given the high cost of active seismic tomography and the large influence on mining production, as well as the uncontrollable inversion period and accuracy of the target area during the passive seismic tomography, an optimization algorithm based on adding a certain number of artificial microseism (active sources) was proposed through the distribution characteristic of microseismic events (passive sources). The active source parameter optimization method realizes the combination of active source and passive source and improves the accuracy of inversion at the same time. The method uses a multiobjective optimization genetic algorithm to fuse the accuracy index and stability index that preevaluates the inversion effect and solves the best combination of active sources to improve the inversion effect. At the same time, experimental studies were carried out. After the active source was added, the inversion accuracy of high-stress areas and the ability to resist data errors were greatly improved. The inversion results were more in line with the law of stress transfer and stress distribution, which enhanced the connectivity of the low-velocity area of the fault zone or weakened zone.
鉴于主动地震层析成像成本高、对采矿生产影响大,以及被动地震层析成像过程中靶区反演周期和精度的不可控性,通过微地震事件(被动源)的分布特征,提出了一种基于增加一定数量人工微地震(主动源)的优化算法。主动源参数优化方法实现了主动源与被动源的结合,同时提高了反演精度。该方法采用多目标优化遗传算法,融合精度指标和稳定性指标,对反演效果进行预评估,求解主动源的最佳组合,提高反演效果。同时,还进行了实验研究。加入主动源后,高应力区的反演精度和抗数据误差的能力大大提高。反演结果更加符合应力传递和应力分布规律,增强了断层带或削弱带低速区的连通性。
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引用次数: 0
Deep Subsurface Pseudo-Lithostratigraphic Modeling Based on Three-Dimensional Convolutional Neural Network (3D CNN) Using Inversed Geophysical Properties and Shallow Subsurface Geological Model 基于三维卷积神经网络(3D CNN)的深层地下伪岩层地层建模(利用反演地球物理属性和浅层地下地质模型
IF 2.4 4区 地球科学 Q2 Earth and Planetary Sciences Pub Date : 2024-01-12 DOI: 10.2113/2024/lithosphere_2023_273
Baoyi Zhang, Zhanghao Xu, Xiuzong Wei, Lei Song, Syed Yasir Ali Shah, Umair Khan, Linze Du, Xuefeng Li
Lithostratigraphic modeling holds a vital role in mineral resource exploration and geological studies. In this study, we introduce a novel approach for automating pseudo-lithostratigraphic modeling in the deep subsurface, leveraging inversed geophysical properties. We propose a three-dimensional convolutional neural network with adaptive moment estimation (3D Adam-CNN) to achieve this objective. Our model employs 3D geophysical properties as input features for training, concurrently reconstructing a 3D geological model of the shallow subsurface for lithostratigraphic labeling purposes. To enhance the accuracy of pseudo-lithostratigraphic modeling during the model training phase, we redesign the 3D CNN framework, fine-tuning its parameters using the Adam optimizer. The Adam optimizer ensures controlled parameter updates with minimal memory overhead, rendering it particularly well-suited for convolutional learning involving huge 3D datasets with multi-dimensional features. To validate our proposed 3D Adam-CNN model, we compare the performance of our approach with 1D and 2D CNN models in the Qingniandian area of Heilongjiang Province, Northeastern China. By cross-matching the model’s predictions with manually modeled shallow subsurface lithostratigraphic distributions, we substantiate its reliability and accuracy. The 3D Adam-CNN model emerges as a robust and effective solution for lithostratigraphic modeling in the deep subsurface, utilizing geophysical properties.Litho-strata manifest a broad range of rock properties arising from distinct geological processes, for example, weathering, compaction, metamorphism, and deformation. These intricate processes, when combined, yield complex representations of various litho-strata. Furthermore, lithostratigraphy dictates the physical and chemical attributes of the litho-strata, the distribution of which is intimately intertwined with mineral resource distribution. Traditional lithostratigraphic identification methods, for example, borehole drilling and trenching, necessitate manual interpretation of field-collected or borehole core samples. While direct, these methods prove costly, time-consuming, and inadequate for identifying deep subsurface litho-strata in a large area. Additionally, human subjectivity and experience wield considerable influence over these conventional approaches’ outcomes. Hence, there exists a need for more reliable lithostratigraphic identification methods using physical or chemical properties. Three-dimensional geological modeling plays a vital role in portraying subsurface spatial characteristics, for example, litho-strata, fault networks, physical and chemical properties, and quantitative mineralization [1-3]. With the advancements in deep-penetration geophysical and geochemical exploration, the prospect of studying geological bodies’ physical and chemical properties from a 3D perspective becomes feasible [4-6]. These methodologies deepen the comprehension of the lithostratigraphy’
不同岩性地层通过各种地球物理勘探获得的信号存在差异,这些差异反映在反向地球物理特征上。如在线补充图 S1-S3 所示,根据研究区域浅层地下三维地质模型的标注,不同岩性地层的地球物理特性属于不同的范围。密度、磁性和电阻率的变化归因于岩性地层不同的矿物成分,从而影响了地球物理勘探。因此,我们探索了反演地球物理特征与岩性地层之间的非线性映射关系,以实现深部地下的岩性地层识别。虽然岩性地层的空间分布主要是通过研究区域浅层地下横断面所形成的三维地质模型得知的,但我们采用了三维浅层地下地质模型和反演地球物理模型作为训练和测试数据集,如图 5 所示。这包括将反演地球物理密度、磁性和电阻率作为输入特征,将地质模型中的岩石地层作为标签。三维网格模型中的每个象素包含七个属性,即中心坐标(x、y 和 z)、密度对比度、磁感应强度对比度、电阻率和岩石地层标签。我们从研究区域的浅层地下选取了一个面积为 570 × 689 × 33 个体素的三维网格,每个体素的面积为 35 × 35 × 35 米。这些体素被分为训练数据集(9,720,068 个体素)和测试数据集(3,240,022 个体素),保持 3:1 的比例。我们采用行进立方体算法,将三维网格划分为一系列一维(沿 Z 轴)、二维(在 XY 平面上)和三维块,作为样本,剪切间距为 1 个体素。这种策略使我们能够获得更多的样本。利用浅层地下三维地质模型标注的岩层地层学,可作为整个区块的标注(图 6)。为了评估模型的泛化能力,我们将可用样本分为训练数据集和测试数据集,两者的比例为 3:1。训练过程包括三个阶段:使用训练数据集进行模型训练;使用测试数据集评估模型性能;使用训练好的模型预测研究区域深层地下的岩石地层。通过对总体准确率、分类精度、损失函数和预测结果的综合评估,我们确定了一个具有特定参数组合的最佳三维 CNN 模型。我们测试了三种不同的优化器,即随机梯度下降(SGD)[48, 49]、AdaGrad [50, 51]和 Adam,旨在加快训练速度并提高准确率。如表 2 所示,采用 Adam 优化器的模型在训练和测试数据集中都表现出更高的准确率和更低的损失值。图 7 和图 8 说明,基于 Adam 的模型收敛速度快,训练效果好。值得注意的是,训练集上的性能低于测试集上的性能,是因为我们在训练过程中使用了放弃选项。在线补充图 S4 中的混淆矩阵表明,基于 SGD 和 AdaGrad 的模型很难准确识别某些岩层,例如测试数据集中的石英脉和安山岩堤,因为它们的训练样本有限。我们将预测的岩石地层结果与训练区的实际岩石地层进行了比较,如在线补充图 S5 所示。基于 SGD 和 AdaGrad 的模型与实际分布有很大差异,而基于 Adam 的模型不仅重建了实际分布,还定义了清晰的岩石地层边界。如在线补充图 S6 所示,从深部地下的预测结果来看,基于 SGD 和 AdaGrad 的模型错误地确定了深部地下新沉积的白垩系岩石地层,这违背了地质规律。相比之下,基于 Adam 的模型在研究区深层地下岩石地层预测方面取得了更好的结果。
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Lithosphere
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