花岗岩的应变分析和定位机制

本文介绍了利用变形椭球体理论,对花岗岩组构(叶理、线理)进行应变分析的方法。花岗岩的变质组构(塑性变形)包括:布丁(石香肠)、压力影、多米诺骨牌剪切构造及C—S 组构。花岗岩的定位机制有以下两种:1)主动(强力)定位,如底辟作用和热轻气球膨胀作用;2)被动定位,如火山口沉陷及顶蚀。通过对花岗岩组构的应变测量和计算,将获得有关岩桨岩形成和演化机制、变形特征及区域构造环境的详细情况。     

组构数值模拟的原理及其在地学中的应用

组构是指由岩石塑性变形导致多晶体的结晶学优势取向现象。组构的存在会增加岩石的各向异性,进而可能影响到岩石的后续变形。岩石组构包含了变形类型、运动学、变形环境、流变学特征等信息,因而成为显微构造学的重要内容。组构数值模拟是近年来得到重视的一种组构研究方法,它以晶体塑性理论为基础,利用计算机技术定量地模拟多晶岩石中组构的形成和演化。在晶体塑性理论中,晶体的塑性变形是由滑移系的剪切滑动导致的,由单晶塑性本构关系表征。多晶均匀化模型包括Sachs模型、Taylor模型、自洽模型和有限元模型,它们从不同角度描述了由单晶变形组成的多晶体变形。极图、反极图和取向分布函数被用来显示多晶体中各晶粒的空间取向。目前组构数值模拟在地学中的应用主要体现在各种单相和多相岩石的组构形成、重结晶作用下的组构形成、组构对地幔和地核地震波波速各向异性的影响等方面。     

大别地区花岗岩体石英c轴组构分析及其意义

通过大 区５个不同时代花岗岩体的石英ｃ轴组构分析后得出、石英ｃ轴组构能反映造山带演化过程的某些重要动力学信息,如不同构造阶段的变形强度、区域作用力方向变形时的温度范围及岩石变形机制等信息,因此,石英ｃ轴组构在分析造山花岗岩体变形学过程与造山构造有有关重要意义。     

玲珑花岗岩体的变形磁组构特征及其与金矿的关系

本文利用磁组构的方法对玲珑花岗岩体的磁组构特征及其与金矿的关系进行研究.玲珑岩体的磁化率各向异性度P的平均值为1.2872,具有典型的构造变形成因特点;磁面理围绕其西北侧的北截花岗闪长岩展布,倾角平缓;磁线理呈SW向近水平展布.玲珑岩体的变形磁组构的特征表明玲珑岩体的变形磁组构是由于后期侵入的北截郭家岭花岗闪长岩体侵入造成的.研究还发现除了断裂的控矿作用以外,位于玲珑岩体内部和边缘的金矿和磁化率各向异性间存在密切的空间对应关系.金矿往往位于磁化率各向异性度P值高的区域,而磁化率各向异性度P值低的区域金矿很少.     

应用磁组构方法研究构造变形与成矿作用的时序关系

根据磁组构要素受热动力学影响特点,首次运用岩石磁组构结合变形分析确定岩石变形与成矿作用的时序关系。通过含矿与不含矿构造岩的磁组构特征的对比表明,北京崎峰茶蚀变糜棱岩型金矿,其糜棱岩的构造变形相对较早,矿化蚀变较晚。研究认为,湖南枞树板大型脉状铅锌矿的成矿作用是热液蚀变的成果,成矿后构造变形很弱,其铅锌蚀变矿化作用要早于花岗斑岩的侵位,这一结论与由地质,地球化学及同位素年代学资料分析结果相吻合。     

柴达木北缘鱼卡-落凤坡榴辉岩-片麻岩单元的变质变形深化

鱼卡-落风坡榴辉岩-片麻岩单元位于柴北缘HP/UHP变质带的西段.微构造分析和岩相学观察显示,榴辉岩及相关岩石经历了3期与俯冲和折返作用有关的变质变形阶段:①前榴辉岩相阶段,变质变形组构主要以包裹体的形式保存在具有生长环带的石榴子石核部,矿物组合为Ep Pl Amp,并局部显示出S形或反S形分布的特征,反映与俯冲作用有关的变形组构以不对称的旋转应变为特征.②榴辉岩相变质变形阶段,以绿辉石、多硅白云母等矿物围绕石榴子石定向分布为特征,构成榴辉岩相条件下的面理和拉伸线理.缺乏明显的不对称组构,显示榴辉岩相的变形作用以共轴变形为特征.③后榴辉岩相变质变形阶段,以角闪石、斜长石等矿物的定向分布为特征,其变形组构主要存在于围绕榴辉岩透镜体分布的退变榴辉岩(角闪石化榴辉岩)和围岩中,与区域上占主导地位的片麻岩中角闪岩相的变形构造一致,与榴辉岩的折返作用有关.榴辉岩及相关岩石的变质变形演化代表了鱼卡-落风坡榴辉岩-片麻岩单元从俯冲到折返的构造热历史.     

变斑晶多期生长与区域多期变形的关系

显微变形和区域变形之间的关系一直是岩石学家和构造学家所关注的问题，本文从石榴石内部包体组构入手．结合区域构造解析，对根据变斑晶包体组构所建立的造山模式提出了不同看法．并探讨了变斑晶的多期生长与区域多期变形之间的关系。     

加拿大契波盖姆矿区与岩石学和构造学演化有关的金矿化型式

契波盖姆矿区是加拿大魁北克省主要产金地,迄今总产量为1050公吨,平均品位为1.85g/t.一般人都将该矿床归类于成分有所不同的脉型矿床.本文则用事实论证该区的区域岩石学及构造学演化对金矿化型式产生巨大影响.同火山期的矿化作用,包括有火山成因的块状硫化物和浸染状硫化物两种成矿作用,以及后来的浅成低温热液成矿作用、后者还伴生演化的火山地形和同火山期侵入体.太古代脉金矿床及时间较晚的尚未查明成因的铜—金矿床—成矿就位与同变形期(基诺拉造山运动)相一致.EW走向剪切带与NE走向断层系列的空间关系反映了一种可能的机制,即在金矿化期间产生附带的扩容现象.基诺拉造山运动晚期和期后的剪切系统,控制了层状侵入体内最后一次较大金矿化的侵位.     

八方山多金属矿床控矿构造变形机制研究

陕西凤县八方山铜铅锌多金属矿床为一层控矿床,其后生热液改造富集作用主要受构造控制.区内主体构造为一短轴背科,产于背斜中的环状层滑断层严格控制了矿体的展布.应用构造解析、有限应变分析、显微组构分析等方法对该背斜及其次级构造进行研究,结果表明该区构造为多期变形(至少二级韧性变形和二期脆性变形)的产物,矿化富集受前三期变形控矿.     

辽南金州拆离断层带中花岗质岩石的变形:显微构造、组构与年代学分析

花岗岩(脉)在中下地壳韧性剪切带中普遍发育,如何正确鉴别剪切带中剪切前、剪切期及剪切后花岗岩(脉)以及正确理解剪切过程中构造变形与岩浆作用之间的关系一直是一个重要课题。本文以辽南金州拆离断层带为研究对象,选取中部地壳伸展作用过程中具有不同变形表现的花岗岩(脉)开展宏观-微观构造观察、石英EBSD组构分析及锆石LA-ICP-MS年代学测试等工作,从而进一步丰富构造-岩浆关系判别准则。剪切前花岗岩(脉)多变形强烈且具有后期固态变形叠加在早期高温岩浆组构之上的特点,而剪切期的花岗岩由于侵位的时间不同,岩石的变形程度也会不同。剪切晚期侵入的岩脉遭受了较弱的晶内塑性变形,而剪切早期的岩脉可以显示岩浆流动或结晶后高温至中温固态变形。从组构特点上看,剪切前和剪切期花岗质岩石石英c轴组构大多表现为中高温组构叠加有低温组构的特点。剪切后的花岗质岩石仅发生微弱的晶内变形或未变形而显示低温或无规律的组构特征。对五个典型的样品进行年代学测试,其结果符合相应的期次划分类型。应用宏观构造、显微构造与组构分析,结合年代学测试综合分析,对于辽南变质核杂岩构造-岩浆活动性进行了精细划分,包括134~130Ma初始伸展阶段,130~115Ma峰期伸展与强烈岩浆活动阶段,以及115Ma前后伸展作用结束。     

内蒙古鄂尔多斯高原古冰缘遗迹科学考察研究进展

冰缘遗迹（特别是冷生楔形构造及融冻褶皱）是重建古气候及第四纪晚期多年冻土环境的重要证据。内蒙古鄂尔多斯高原是我国北方地区冰缘现象最为发育的地区之一。为准确了解鄂尔多斯高原冰缘遗迹类型及其分布特征、区域冻土演化历史等,中国科学院西北生态环境资源研究院和荷兰自由大学共同组成科研小组,于2018年5—6月组织了“鄂尔多斯高原冰缘遗迹科学考察”。考察区域涉及靖边—城川—乌审旗—鄂尔多斯东胜区一带约12 000 km²的范围。考察内容主要包括鄂尔多斯高原冰缘遗迹类型及特征、分布区域、各类型冰缘遗迹所指示的气候条件的初步推断等。结果表明：冻融褶皱和冷生楔体构造是鄂尔多斯高原主要存在的两大类冰缘遗迹。基于本次考察中关于冰缘遗迹的分布与特征等新发现,并综合前人研究成果,初步推断：在气温极低、多年冻土非常发育的时段,有利于形成各类冷生楔状构造,如冰楔假形和大型原生砂楔等;在气候转暖、多年冻土退化,但还没有全部融化完阶段,可能形成融冻褶皱;区域性大面积分布和成群出现的融冻褶皱一般反映较暖气候环境下,多年冻土层上部已退化到一定程度。基于光释光（OSL）年代测试结果,结合冰缘遗迹的特征及其所指示的古气候环境,初步重建了鄂尔多斯5万年以来的冻土环境变化序列。区内多年冻土在多年冻土最大期（LPM,25~19 ka BP）时最发育,以大面积连续多年冻土为主;之后,随气温转暖,总趋势呈退化状态,多年冻土分布逐渐变为片状→岛状→零星斑状,直至现今全部融完变为深季节冻土区。     

论伊犁古裂谷

伊犁石炭纪裂谷叠加在中天山造山带之上．后者是在加里东旋回中发育的造山隆起带，除发育下古生界优地槽沉积外，前寒武系变质基底广泛出露，石炭纪沉积以大小不筹的上叠盆地不整合在这样一个基底之上。由于基底性质的差异，西段盆地范围大，沉积厚度大；向东到巴仑台直至托克逊地区，则呈断续延伸的小型断用盆地，厚度薄，而且底砾岩层的厚度大．现有资料说明，石炭纪火山岩主要是玄武岩一玄武安山岩－粗安岩和粗面岩－流纹岩组合．以碱性系列的岩石为主，多为高钾系列，次为钠质；主要为低Ａｌ型，也有高Ａｌ型；轻稀土和不相容元素从低度富集到中等富集（Ｌａ／Ｙｂ为１．８～６．７和５．３～１４．９），Ｎｂ、Ｔａ从微亏损到强亏损（Ｔｈ／Ｔａ≈１．３～１５）；Ｎｄ（ｔ）值偏低（≈＋２．３～＋４．６），而ＩＳｒ（～０．７０５８）和２０８Ｐｂ偏高（２０８Ｐｂ／２０４Ｐｂ≈３８．４５２，２０６Ｐｂ／２０４Ｐｂ≈１８．３７８），反映其岩浆来自弱富集或异常地幔源区．由于裂谷发育程度的不同，岩浆或者直接来出，或者在下地壳环境下受到混染或发生分异，从而导致岩石组合在走向上的差异。     

渤海湾西岸风暴潮:叠加地质因素的新探讨

通过对渤海湾西岸1895年以来11次风暴潮高水位的厘定,证实并确定了50年、100年、200年直至10000年一遇的风暴潮高水位值。定量评估了风增水与波浪对风暴潮高水位的贡献。进一步从地学角度讨论了21世纪10年间隔的海面上升量、地面下沉与围海造陆共同作用、海面上升引发的净增水效应及河口增水效应。根据上述各类参数,预测了至2050年的10年间隔、50~10000年不同重现期的极端水位,并讨论了地面下沉对风暴潮测量准确性的影响。认为当前的防潮堤(海垱)高度可抵御50~100年一遇的风暴潮的侵袭,但据所讨论的综合因素的影响,建议2020年防潮堤的高度应达到+4.8m,2030年达到+5.1m(85高程)。     

Crustal Shortening on the Margins of the Tien Shan,Xinjiang, China

We present the results of mapping selected cross-sections across the margins of the Chinese Tien Shan, an intracontinental mountain belt that formed in response to the India-Eurasia collision. This belt contains significant lateral variation in topography, structure, and stratigraphy at all scales, and our estimated rates of shortening also reveal a distribution of shortening that varies laterally. At the largest scale, it consists of two major high mountain ranges in the west that merge eastward into a complex, single high mountain belt with several distinct ranges, then separates farther eastward into several low mountain ranges in the south and a single narrow high mountain range in the north. Active fold-and-thrust belts along parts of the north and south flanks of the Tien Shan involve only Mesozoic and Cenozoic sedimentary cover, which varies in both stratigraphy and structure from east to west. The southern fold-and-thrust belt decreases in width and complexity from west to east and ends before reaching Korla. The northern belt begins near the longitude where the southern belt ends, and increases in width and complexity from west to east. Within these two fold-and-thrust belts are both E-W and N-S variations in stratigraphy at the scale of the fold-and-thrust belts and across individual structures. All these variations make it very difficult to generalize either structure or stratigraphy within the Tien Shan or within local areas.

Four maps and cross-sections, two across each of the northern and southern fold-and-thrust belts, imply different magnitudes of shortening. In the eastern part of the northern belt, a cross-section along the southern part of the Hutubi River yields shortening of 6.2 km, and a section to the north across the Tugulu anticline yields shortening of 5.5 km. The two parts of the cross-section cannot be added because the Tugulu anticline lies 20 km west of the Hutubi River, and diminishes greatly in amplitude toward the Hutubi River. In the western part of the northern belt, cross-sections require 4.6 to 5.0 km of shortening at Tuositai and 2.12 to 2.35 km across the Dushanzi anticline. The Tuositai structure lies south of the Dushanzi anticline, but shortening in these two areas also cannot be summed, because they seem to be separated by a N-trending strike-slip fault. In the western part of the southern fold-and-thrust belt, an incomplete cross-section along the Kalasu River suggests shortening of 12.1 to 14.1 km. If the estimated shortening of 6 to 7 km in the Qiulitage anticline, which we did not map, is added, the total shortening in this cross-section would be ～18 to 21 km. To the east, a complete cross-section at Boston Tokar yielded shortening of 10.3 to 13.0 km.

Calculating long-term shortening rates from these four cross-sections is difficult, because the time of initiation of deformation is poorly known. In the Kalasu River area of the southern belt, there is evidence that limited shortening of 2 to 4 km occurred in the early Miocene, if major thickness changes in deposition of conglomerate unit 3b are interpreted to be growth strata. Geological evidence suggests that most of the shortening began in both belts after the beginning of the deposition of the thick conglomerate unit shown as lower Quaternary on Chinese geological maps. Strata within the middle part of these conglomerates were deposited during the growth of the folds. Presence of Equus near the base of similar conglomerates indicates a Quaternary age, but the fossil localities are far from most of our cross-sections, and the contemporaneity of the rocks remains in question. The beginning of conglomerate deposition may be controlled by climate change, and if so, the beginning of conglomerate deposition may be generally contemporaneous throughout the region at ～2.5 Ma. Deformation began at some time after the onset of conglomerate deposition, but this time is not well constrained. Thus we have calculated shortening rates for 2.5, 1.6, and 1.0 Ma that should bracket maximum and minimum slip rates. These calculations yield the following ranges in the northern fold-and-thrust belt: southern Hutubi River = 2.5 to 6.2 mm/yr; Tugulu anticline = 2.1 to 5.5 mm/yr; Tuositai anticline = 1.8–2.0 to 4.6–5.0 mm/yr; and Dushanzi anticline = 0.8 to 2.1–2.4 mm/yr; and in the southern fold-and-thrust belt: Kalasu River = 4.6–5.6 (including the Qiulitage anticline = 7.2–8.4) to 12.1–14.1 (including Qiulitage anticline = 18–21) mm/yr; and at Boston Tokar = 4.1–5.2 to 10.3–13.1 mm/yr. If 2 to 4 km of shortening occurred in the Kalasu River section during early Miocene time, the long-term rates for Quaternary time are 3.2–4.8 (including Qiulitage anticline = 5.6–7.6) to 8.1–12.1 (including Qiulitage anticline = 14–19) mm/yr.

Calculation of the shortening rate across the entire width of the Tien Shan is difficult because of the rapid lateral variations in structure and because of active deformation within the range, which we have not studied. The cross-sections at Boston Tokar in the south and Tuositai in the north lie along the same longitude. Adding the shortening rates in these areas would yield a minimum range (using 2.5 Ma as the initiation time) of 5.7 to 7.2 mm/yr. If deformation began at 1.6 or 1.0 Ma, the range of shortening rates would be 10–11.2 mm/yr to 14.9–18.1 mm/yr, respectively. Because the first indication of structural growth with the mapped areas occurs above the base of the conglomerates at the top of the stratigraphic succession, a minimum shortening rate greater than 5.7 to 7.2 mm/yr is more likely.

Both the marginal fold-and-thrust belts have a thin-skinned geometry with the drcollement at -6 to 10 km and within Mesozoic and Cenozoic sedimentary rocks. Toward the interior of the range the decollement must pass into the Paleozoic basement rocks and steepen beneath the flanks of the range. The structural style is similar to that in the Laramide Rocky Mountains and the California Transverse Ranges. The highest parts of the Tien Shan are adjacent to areas of active shortening. Such a relation might suggest that the major uplift of the Tien Shan is very young, mostly latest Cenozoic or Quaternary in age. The shortening across the Tien Shan is inhomogeneous and spatially distributed.     

广东三水盆地沉积体系研究

通过大量钻井和露头资料的沉积学研究,确认了白垩纪—古近纪三水盆地存在冲积扇、扇三角洲、河流(辫状河)、三角洲、湖泊五大沉积体系,并详细描述了它们的特征和时空分布规律。根据五大沉积体系在纵向上的叠置关系,把三水盆地分为①早白垩世底部粗碎屑进积阶段;②晚白垩世初始湖泛阶段;③古新世—早始新世湖泊细碎屑加积阶段:④中始新世—晚始新世顶部粗碎屑填积阶段。最后,根据沉积演化过程中的生储盖匹配关系,指出盆地西部宝月地区为最有利的油气勘探区块,最有利的层位为古近系怖心组,最有利的沉积体系为发育在怖心组大岗段之上的冲积扇、扇三角洲和三角洲。     

广东三水盆地沉积体系研究

通过大量钻井和露头资料的沉积学研究,确认了白垩纪-古近纪三水盆地存在冲积扇、扇三角洲、河流(辫状河)、三角洲、湖泊五大沉积体系,并详细描述了它们的特征和时空分布规律.根据五大沉积体系在纵向上的叠置关系,把三水盆地分为①早白垩世底部粗碎屑进积阶段;②晚白垩世初始湖泛阶段;③古新世-早始新世湖泊细碎屑加积阶段:④中始新世-晚始新世顶部粗碎屑填积阶段.最后,根据沉积演化过程中的生储盖匹配关系,指出盆地西部宝月地区为最有利的油气勘探区块,最有利的层位为古近系怖心组,最有利的沉积体系为发育在怖心组大岗段之上的冲积扇、扇三角洲和三角洲.     

Controls on the regional-scale salinization of the Ogallala aquifer,Southern High Plains,Texas, USA

An extensive saline plume (>250 km²) within the regionally important unconfined aquifer in the Neogene Ogallala Formation overlies the Panhandle oil and gas field in the Southern High Plains, Texas, USA. Relative to upgradient Ogallala water, the plume waters have δ¹⁸O (−6.7 to −8.8‰) and δD (−42 to −88‰) values that tend to be depleted and have higher Cl (>150 mg/l) and SO₄ (>75 mg/l) concentrations. Various end-member-mixing models suggest that the plume composition reflects the presence of paleowaters recharged during Middle to Late Wisconsinan time rather than salinization associated with petroleum production. Paleowaters probably mixed with salt-dissolution zone waters from the underlying Upper Permian formations before discharging upward into the Ogallala Formation. Cross-formational discharge is controlled primarily by the geometry of the underlying units, as influenced by the Amarillo uplift, pinch-out of the laterally adjoining confined aquifer in the Triassic Dockum Group, variations in the saturated thickness of the Ogallala aquifer and the presence of potential pathways related to salt dissolution.     

Evaluating the Poroelastic Effect on Anisotropic, Organic-Rich, Mudstone Systems

Understanding the poroelastic effect on anisotropic organic-rich mudstones is of high interest and value for evaluating coupled effects of rock deformation and pore pressure, during drilling, completion and production operations in the oilfield. These applications include modeling and prevention of time-dependent wellbore failure, improved predictions of fracture initiation during hydraulic fracturing operations (Suarez-Rivera et al. Presented at the Canadian Unconventional Resources Conference held in Calgary, Alberta, Canada, 15–17 November 2011. CSUG/SPE 146998 2011), improved understanding of the evolution of pore pressure during basin development, including subsidence and uplift, and the equilibrated effective in situ stress (Charlez, Rock mechanics, vol 2 1997; Katahara and Corrigan, Pressure regimes in sedimentary basins and their prediction: AAPG Memoir, vol 76, pp 73–78 2002; Fjær et al. Petroleum related rock mechanics. 2nd edn 2008). In isotropic rocks, the coupled poro-elastic deformations of the solid framework and the pore fluids are controlled by the Biot and Skempton coefficients. These are the two fundamental properties that relate the rock framework and fluid compressibility and define the magnitude of the poroelastic effect. In transversely isotropic rocks, one desires to understand the variability of these coefficients along the directions parallel and longitudinal to the principal directions of material symmetry (usually the direction of bedding). These types of measurements are complex and uncommon in low-porosity rocks, and particularly problematic and scarce in tight shales. In this paper, we discuss a methodology for evaluating the Biot’s coefficient, its variability along the directions parallel and perpendicular to bedding as a function of stress, and the homogenized Skempton coefficient, also as a function of stress. We also predict the pore pressure change that results during undrained compression. Most importantly, we provide values of transverse and longitudinal Biot’s coefficients and the homogenized Skempton coefficient for two important North American, gas-producing, organic-rich mudstones. These results could be used for petroleum-related applications.