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1.
The Yangtze Valley was one of the most important metallogenic regions during the Jurassic-Cretaceous period in East China, where more than 200 polymetallic Cu-Fe-Au, Mo, Zn, Pb, Ag deposits have been found. Trace elements were chemically analyzed and the relevant data were collected from literature for the Yanshanian (Mesozoic) igneous rocks which have close relationship with Cu-Au mineralization. Copper mineralization in the lower Yangtze Valley can be divided into three major types: skarn type, porphyry type and volcanic type. The porphyry type is of rare occurrence, such as the Shaxi porphyry copper deposit in the northern part of the lower Yangtze metallogenic valley. This paper focuses on the REE and trace element geochemistry of several Cu-Au deposits along the lower part of Yangtze metallogenic valley in Anhui. The results showed that there are differences in REE distribution for these four types of Cu-Au mineralization, which confine the sources of REE and trace elements as well as other mantle and transitional compatible elements. The results of both REE and trace element geochemical studies showed that these elements with different characteristics have different origins, probably representing different sources of Cu-Au deposits in the deep crust and upper mantle environments. The 40Ar/39Ar dating of one biotite sample gave an age of 131 Ma with a high level of confidence, which represents the age of formation of the Shaxi porphyrite intrusive with porphrytic Cu-Au mineralization, which is consistent with that of the majority of the adjacent acid intrusives with mass Cu-Au mineralization along the Yangtze metallogenic belt in the Yanshanian period (Mesozoic). This is the first attempt to use the high precision method to date the Shaxi porphyrite intrusive. 相似文献
2.
The Cenozoic volcanostratigraphy in the Changbaishan area had complex building processes. Twenty-two eruption periods have been determined from the Wangtian’e, Touxi, and Changbaishan volcanoes. The complex volcanostratigraphy of the Changbaishan area can be divided into four types of filling patterns from bottom to top. They are lava flows filling in valleys (LFFV), lava flows filling in platform (LFFP), lava flows formed the cone (LFFC), and pyroclastic Flow filling in crater or valleys (PFFC/V). LFFV has been divided into four layers and terminates as a lateral overlap. The topography of LFFV, which is controlled by the landform, is lens shaped with a wide flat top and narrow bottom. LFFP has been divided into three layers and terminates as a lateral downlap. The topography of LFFP is sheet and tabular shaped with a narrow top and wide bottom. It has large width to thickness ratio. It was built by multiple eruptive centers distributed along the fissure. The topography of LFFC, which is located above the LFFP, has a hummocky shape with a narrow sloping top and a wide flat bottom. It terminates as a later downlap or backstepping. It has large width to thickness ratio. It was built by a single eruptive center. The topography of PFFC/V, which located above the LFFC, LFFP, or valley, has the shape of fan and terminates as a lateral downlap or overlap. It has a small width to thickness ratio and was built by a single eruptive center. The filling pattern is controlled by temperature, SiO2 content, volatile content, magma volume, and the paleolandform. In the short term, the eruptive production of the Changbaishan area is comenditic ash or pumice of a Plinian type eruption. The eruptive volume in future should be smaller than that of the Baguamiao?period, and the filling pattern should be PFFC/V, which may cause huge damage to adjacent areas. 相似文献
3.
LI Peng JIA Chengzao JIN Zhijun LIU Quanyou BI He ZHENG Min WU Songtao HUANG Zhenkai 《《地质学报》英文版》2020,94(2):219-232
Pore distribution and micro pore-throat structure characteristics are significant for tight oil reservoir evaluation, but their relationship remains unclear. This paper selects the tight sandstone reservoir of the Chang 7 member of the Xin’anbian Block in the Ordos Basin as the research object and analyzes the pore size distribution and micro pore-throat structure using field emission scanning electron microscopy(FE-SEM), high-pressure mercury injection(HPMI), highpressure mercury injection, and nuclear magnetic resonance(NMR) analyses. The study finds that:(1) Based on the pore size distribution, the tight sandstone reservoir is characterized by three main patterns with different peak amplitudes. The former peak corresponds to the nanopore scale, and the latter peak corresponds to the micropore scale. Then, the tight sandstone reservoir is categorized into three types: type 1 reservoir contains more nanopores with a nanopore-to-micropore volume ratio of 82:18;type 2 reservoir has a nanopore-to-micropore volume ratio of 47:53;and type 3 reservoir contains more micropores with a nanopore-to-micropore volume ratio of 35:65.(2) Affected by the pore size distribution, the throat radius distributions of different reservoir types are notably offset. The type 1 reservoir throat radius distribution curve is weakly unimodal, with a relatively dispersed distribution and peak ranging from 0.01 μm to 0.025 μm. The type 2 reservoir’s throat radius distribution curve is single-peaked with a wide distribution range and peak from 0.1 μm to 0.25 μm. The type 3 reservoir’s throat radius distribution curve is single-peaked with a relatively narrow distribution and peak from 0.1 μm to 0.25 μm. With increasing micropore volume, pore-throat structure characteristics gradually improve.(3) The correlation between micropore permeability and porosity exceeds that of nanopores, indicating that the development of micropores notably influences the seepage capacity. In the type 1 reservoir, only the mean radius and effective porosity have suitable correlations with the nanopore and micropore porosities. The pore-throat structure parameters of the type 2 and 3 reservoirs have reasonable correlations with the nanopore and micropore porosities, indicating that the development of these types of reservoirs is affected by the pore size distribution. This study is of great significance for evaluating lacustrine tight sandstone reservoirs in China. The research results can provide guidance for evaluating tight sandstone reservoirs in other regions based on pore size distribution. 相似文献
4.
植被和气候对阿拉斯加和加拿大北部北极苔原地区多年冻土活动层厚度的影响 总被引：2，自引：4，他引：2
The active layer is the top layer of permafrost soils that thaws during the summer season due to increased ambient temperatures and solar radiation inputs. This layer is important because almost all biological activity takes place there luring the summer. The depth of active layer thaw is influenced by climatic conditions. Vegetation has also been found to have a strong impact on active layer thaw, because it can intercept incoming radiation, thereby insulating the soil from ambient conditions. In order to look at the role of vegetation and climate on active layer thaw, we measured thaw depth and the Normalized Difference Vegetation Index (NDVI; a proxy for aboveground plant biomass) along a latitudinal temperature gradient in arctic Alaska and Canada. At each site several measurements of thaw and NDVI were taken in areas with high amounts of vegetation and areas with little to no vegetation. Results show that the warmest regions, which had the greatest levels of NDVI, had relatively shallow thaw depths, and the coldest regions, which had the lowest levels of NDVI, also had relatively shallow thaw depths. The intermediate regions, which had moderate levels of NDVI and air temperature, had the greatest depth of thaw. These results indicate that temperature and vegetation interact to control the depth of the active layer across a range of arctic ecosystems. By developing a relationship to explain thaw depth through NDVI and temperature or latitude, the possibility exists to extrapolate thaw depth over large scales via remote sensing applications. 相似文献
5.
The apatite fission track (AFT) ages and thermal modeling of the Longshoushan and deformation along the northern Hexi Corridor on the northern side of the Qinghai-Tibetan Plateau show that the Longshoushan along the northern corridor had experienced important multi-stage exhumations during the Late Mesozoic and Cenozoic. The AFT ages of 7 samples range from 31.9 Ma to 111.8 Ma. Thermal modeling of the AFT ages of the samples shows that the Longshoushan experienced significant exhumation during the Late Cretaceous to the Early Cenozoic (~130–25 Ma). The Late Cretaceous exhumation of the Longshoushan may have resulted from the continuous compression between the Lhasa and Qiangtang blocks and the flat slab subduction of the Neo-Tethys oceanic plate, which affected wide regions across the Qinghai-Tibetan Plateau. During the Early Cenozoic, the Longshoushan still experienced exhumation, but this process was caused by the Indian-Eurasian collision. Since this time, the Longshoushan was in a stable stage for approximately 20 Ma and experienced erosion. Since ~5 Ma, obvious tectonic deformation occurred along the entire northern Hexi Corridor, which has also been reported from the peripheral regions of the Qinghai-Tibetan Plateau, especially in the Qilianshan and northeastern margin of the plateau. The AFT ages and the Late Cenozoic deformation of the northern Hexi Corridor all indicate that the present northern boundary of the Qinghai-Tibetan Plateau is situated along the northern Hexi Corridor. 相似文献
6.
There is a type of asphalt that originated from differentiation from reservoir bed (named reservoir bed-differentiated asphalt)in the Silurian asphaltic sandstones of the Tarim Basin.These asphalts are the result of second-time charging of hydrocarbons into the Silurian reservoir,which were derived from Lower Paleozoic source rocks.Asphalt was differentiated from the reservoir bed in the hydrocarbon gathering area of secondary migration.The different-tiation is caused by changes in reservoir physical properties when pearl or chain hydrocarbons migrating through and gathering in the reservoir bed,and light components are lost and heavy ones are involved in the formation of asphalt or heavy oil.There are two kinds of occurrence of these asphalts in the Silurian system of the Tarim Basin.One is the poor heavy oil layer with lower oil saturation in trap and the other is scattered hydrocarbon distributed along the trans-port layer and unconformity surface.Reservoir bed-differentiated asphalts have two characteris-tics:total hydrocarbon content is high in extractable organic matter and the ratio of saturated to aromatic hydrocarbon is usually greater than unity.The physically modeling experiment has confirmed these characteristics and the genesis of the reservoir bed-differentiated asphalts. 相似文献
7.
The possible topologic structure types of orthopyroxene with space group P21ca comprise four kinds of tetrahedral chains and four kinds of octahedral sites.all of which are non-equivalent in symmetry,In these structure types,the skew of the octahedral layers has a sequence of --,There are sixteen possible combination forms for the rotation type of tetradral chain.Twelve of them violate Thompson ‘s sparity rule and the remainder constitutes two pairs.In each pair,the two polar forms show a relationship of anti-orientation for their polar a-axes.Thus,there are only two possible different topologic structure types for P21ca-orthopyroxene.The ratios of O-rotated and S-rotated tetrahedral chains for these two structure types are 3:1 and 1:3,respectively,In the view S-rotated tetrahedral chains for these two structure types are 3:1 and 1:3,respectively,In the view of crystallochemical principle,the most likely form is the one with a ratio of 3:1,and its constitutions of two stacks of I-beam,which are non-equivalent both in symmetry and in topology,are and the configurations of the two types of M2 sites are P.P and P.N,respectively,A complementary twinning on(100) would be formed between the anti-oriented structure pairs,and their twin boundary is exactly equivalent to the inversion boundary,Moreover,it is possible that the ordered structure would appear when the atom ratio of Mg:Fe is equal to 3:1 as well as to 1：1。 相似文献
8.
Jay Krishna THAKUR Prafull SINGH Sudhir Kumar SINGH Bijendra BHAGHEL 《《地质学报》英文版》2013,87(5):1421-1433
The aim of the present study is to locate and decipher the groundwater quality,types,and hydrogeochemical reactions,which are responsible for elevated concentration of fluoride in the Chhindwara district in Madhya Pradesh,India.Groundwater samples,quality data and other ancillary information were collected for 26 villages in the Chhindwara District,M.P.India during May 2006.The saturation index was computed for the selected samples in the region,which suggest that generally most of the minerals are saturated with respect to water.The concentration of fluoride in the region varies from 0.6 to 4.74 mg/l,which is much higher as per the national and international water quality standards.The study also reveals that the fluoride bearing rock formations are the main source of the higher concentration of fluoride in groundwater along with the conjuncture of land use change.Moreover,the area is a hard rock terrain and consists of fractured granites and amygdaloidal and highly jointed compact basalt acting as good aquifer,which is probably enriching the high content of fluoride in groundwater.High concentration of fluoride is found in deeper level of groundwater and it is possible due to rock-water interaction,which requires further detailed investigation.The highly alkaline conditions indicate fluorite dissolution,which works as a major process for higher concentration of fluoride in the study area.The results of this study will ultimately help in the identification of risk areas and taking measures to mitigate negative impacts related to fluoride pollution and toxicity. 相似文献
9.
Mohamed K. Salah 《地学前缘(英文版)》2014,5(6):845-854
The 3-D P- and S-wave velocity models of the upper crust beneath Southwest Iberia are determined by inverting arrival time data from local earthquakes using a seismic tomo~raphy method. We used a total of 3085 P- and 2780 S-wave high quality arrival times from 886 local earthquakes recorded by a per- manent seismic network, which is operated by the Institute of Meteorology （IM）, Lisbon, Portugal. The computed P- and S-wave velocities are used to determine the 3-D distributions of Vp/Vs ratio. The 3-D velocity and Vp/Vs ratio images display clear lateral heterogeneities in the study area. Significant veloc- ity variations up to ~6% are revealed in the upper crust beneath Southwest lberia, At 4 km depth, both P- and S-wave velocity take average to high values relative to the initial velocity model, while at 12 km, low P-wave velocities are clearly visible along the coast and in the southern parts. High S-wave velocities at 12 km depth are imaged in the central parts, and average values along the coast; although some scattered patches of low and high S-wave velocities are also revealed. The Vp/Vs rztio is generally high at depths of 4 and 12 km along the coastal parts with some regions of high Vp/Vs ratio in the north at 4 km depth, and low Vp/Vs ratio in the central southern parts at a depth of 12 km, The imaged low velocity and high Vp/Vs ratios are related to the thick saturated and unconsolidated sediments covering the region; whereas the high velocity regions are generally associated with the Mesozoic basement rocks. 相似文献
10.
From the petrological study of ore-hosting focks which contain large anorthits crystals and the occurrence and chemical composition of anorthites and related minerals,the authors consider that the large anorthite crystals are of authigenic origin. The distribution characteristics of anorthites,i.e.,they are distributed along the bedding and structurally weak zones but not restricted to synsedimentary slump structures,and the relationship for some elements between anorthites and other minerals indicate that anorthites have resulted from reaction of circulating alkaline solutions rich in Al and Si with carbonated during the Indosinian orogeny.The results of this work suggest that the association of authigenic anorthites with bedded orebodies in the Dachang ore field may be the evidence that the mineralization is related to circulating underground hot waters. 相似文献
11.
214国道不同路面形式下碎石护坡工程效果实测分析 总被引：1，自引：1，他引：0
沥青路面和水泥路面是214国道江河源段采用的两种基本路面形式,由于该路段地处高温不连续多年冻土区,碎石护坡等多种工程措施被尝试用来稳定冻土路基.对两种路面形式下碎石护坡路段的地温监测资料进行综合分析发现,碎石护坡能显著降低路基边坡坡面的年平均温度,减小路基边坡坡面温度的年较差,并对坡脚、路肩和路基中心具有从大到小的冷却... 相似文献
12.
基于长期、连续的地温观测数据,对位于共和至玉树高等级公路沿线、平均海拔为4 260 m且处于高温冻土区的片块石路基温度、热状态、冻融循环过程和冻土人为上限及变化速率等进行了分析,研究了沥青混凝土和水泥混凝土路面对片块石路基下伏多年冻土的影响,以期对其适用性进行评价。研究发现,沥青混凝土路面的铺设使路基吸收了较多的热量,促使下伏多年冻土升温,导致多年冻土快速退化。观测期内,高温冻土地区沥青混凝土路面下片块石路基中心冻土退化速率为33.5 cm/a,几乎是天然地基的5倍。而且路基阴阳坡效应严重,阳坡路肩冻土退化速率为33.0 cm/a,明显大于阴坡路肩 （22.0 cm/a）。与沥青混凝土路面相比,水泥混凝土路面较高的热反射率、较小的热辐射吸收率,有利于抬升冻土上限或减缓冻土退化速率。但在观测期间,发现处于高温冻土区的高等级公路片块石路基在沥青混凝土路面下融化盘面积增长速率为12.24 m2/a,而在水泥混凝土路面下为9.28 m2/a,即融化盘面积以不同程度的速率始终在增大。因此,单纯的片块石层的存在和路面类型的改变,并未彻底解决高温冻土区高等级公路路基热平衡问题,建议增加补强措施或采用复合路基结构来应对其热稳定性问题。 相似文献
13.
M. D. Gidigasu 《Geotechnical and Geological Engineering》1991,9(3-4):219-260
Summary Road transportation is increasingly becoming one of the key factors for promoting economic growth in most developing countries. However, transport and road research in the tropics has received relatively little attention. Experiences in road construction in the tropics within the past 50 years or so have established that local materials specifications and pavement construction technologies have to be developed in relation to the climatic conditions. This would involve knowledge of the processes of formation as well as genetic characteristics of the local gravels. Genetic characteristics exert considerable influence on the geotechnical properties and engineering behaviour of local gravels under pavement. The construction technology of the road pavement should take cognizance of the compositional variabilities of the gravel deposits. Construction studies of pavement sections (as well as assessment of the performance of existing roads) built with different gravels formed over different geological formations in specific climatic, and drainage conditions would provide useful data for evolving local gravel specifications for constructing stable and durable pavements. Stage construction of pavements involving the exposure of the various layers to traffic loading and seasonal climatic influences appears to hold promise for formulating strategies for constructing stable, and long-term durable tropical roads. The problem of achieving reproducible laboratory test data under field conditions is perhaps the most challenging aspect of utilizing local gravels for pavement construction in tropical and sub-tropical conditions. It is noted that the stability of pavements in tropical environments depends not so much on the geotechnical properties of the available gravels as on the appreciation by the designers and construction engineers of the relationship between the genetic and laboratory determined characteristics of the gravels on the one hand and the pavement construction technology and local climatic and drainage conditions on the other. This paper is a contribution to development of highway geotechnics for tropical and sub-tropical conditions. 相似文献
14.
路面发生断板,致使水泥混凝土路面使用性能下降,严重影响了公路运输的效益和行车安全,本文根据多年施工经验,提出在施工中预防断板的有效措施,供水泥混凝土路面施工参考。 相似文献
15.
Tire/ground interaction has been an important issue in terramechanics, transportation and pavement engineering. Characterization of tire/ground interaction has been majorly investigated based on empirical approaches and field tests. So far very few dynamic tire/ground interaction models have been presented. This paper presents a three‐dimensional finite element model for tire/ground interaction. The rubber material is modeled as nearly incompressible finite strain hyperelasticity instead of being modeled as a rigid wheel. The tire is also modeled as bias type and steel rebars are embedded within the tire structure. The tire model is combined with the ground model to form a tire/ground interaction model. Both single tire/ground interaction and four‐tire vehicle/pavement interaction models are presented, which allow us to investigate a lot of issues easily and accurately, such as compaction, pavement response and pavement damage. Numerous simulations are carried out to demonstrate that the dynamic tire/terrain interaction model can be used to predict the dynamic ground response due to moving vehicle. Different tire rolling conditions can be easily incorporated into the tire/ground interaction model, which further substantiates the broad application of the model in transportation and pavement engineering. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
16.
半刚性路面基层开裂的力学响应 总被引：5，自引：0，他引：5
采用有限元的方法,研究了半刚性路面基层开裂后路面结构的力学响应。研究认为,路表弯沉不能准确反映半刚性路面结构的破坏状态。基层横向开裂后,沥青面层的破坏主要受控于剪应力;基层底部裂缝两侧的纵向拉应力、剪应力迅速增加,将使横缝底部两侧形成严重破坏,这为水损坏后基层形成横缝处板底脱空,进而引起面层沿横缝两侧的开裂、沉陷留下了严重隐患。基层中各层的纵向开裂,不仅使得裂缝向上层进一步扩展,导致路面结构的总体纵向开裂,而且为横向的疲劳开裂创造了条件。当基层板块大于1 m×1 m的临界尺寸时,结构仍属于半刚性路面,当基层板块的尺寸小于此值时,路面结构的应力应变状态趋向于柔性路面。 相似文献
17.
研究土质道路边坡在自然恢复、草本、草灌结合及植生带等4种不同植被恢复模式下的降雨侵蚀特征,同时将模拟降雨试验和冲刷试验相结合,研究路面汇水的介入对路堤边坡侵蚀的影响。研究结果表明,在模拟降雨试验下,草灌结合控制路堑边坡侵蚀效果最佳,产流量和产沙量显著低于其他植被模式;草本和草灌结合在路堤边坡降雨和冲刷下,都有显著的截流拦沙能力,且两种措施防护效果相当;路面来水的介入对路堤边坡侵蚀有显著促进作用,加速产流,增加产流量和产沙量。山区道路侵蚀的治理,不但要因地制宜地选择适宜的防护措施,更应该对路面产流和路面汇流进行科学合理的规划,减少其对路面及路堤的冲刷侵蚀。 相似文献
18.
川藏交通廊道沿线山高谷深,地层岩性多变,新构造运动活跃,气候恶劣复杂,导致滑坡、崩塌、泥石流、冰湖溃决洪水等灾害极其发育,对铁路施工及运营带来严重影响.林芝-波密段就是典型地质灾害高发区域,常年受到冰川泥石流的影响,是川藏交通廊道重大灾害防治的难点区段.虽然目前在单沟尺度上对冰川泥石流的形成条件、影响因素、物源性质取得了一定的认识,但对于川藏交通廊道沿线不同类型的冰川泥石流诱发因素、区域发展演化规律及灾变指标的研究还较为初步,尚未构建完善的监测预警体系.借助多源长时序遥感影像、气象监测数据,结合野外实地验证和历史数据分析发现:川藏交通廊道周边区域冰川泥石流沟谷共99条,主要分布于恰青冰川-易贡乡、加拉贝垒-南迦巴瓦峰和古乡沟-嘎隆寺冰川一带;过去40年冰川经历了复杂的流动速度变化,表现为较小高海拔悬冰川活动性增强,大型沟谷冰川活动性减弱;自1973年以来,研究区冰川泥石流呈现频率增高、规模增大的特征.此外,从冰川泥石流发育沟道比降来看,发生高陡地形的滑坡、冰-岩崩诱发的泥石流频率增加.未来,冰川持续退缩,促使冰川源区冰瀑消失,发育更大规模的悬冰川,会增加这类冰川泥石流的风险;冰川泥石流形成及演化过程具有明显的灾变指标,如悬冰川裂隙密度增加、冰川速度增强、冰湖面积快速增加等.因此,基于以上认识,建议针对不同类型的冰川泥石流地建立完善的监测预警指标,并提出了融合卫星、航空遥感平台,气象、水文地面监测平台,地震动监测平台的冰川泥石流“空-天-地”立体监测框架,针对不同类型冰川泥石流进行灾变信息监测与预警判识,为川藏交通廊道安全施工运营提供技术参考. 相似文献
19.
青藏高原北麓河地区沥青路面辐射特征分析 总被引：2，自引：2，他引：0
沥青路面是寒区道路工程主要路面类型之一, 其对热量的吸收易诱发寒区道路病害. 在青藏高原北麓河试验场对沥青路面和天然地表的太阳辐射和地面辐射通量进行了观测, 对比分析了两种地面类型在能量辐射方面的差异. 结果表明: 天然地表的反照率是沥青路面的2~3倍. 沥青路面和天然地表的辐射通量总体呈夏季 >秋季 >春季 >冬季特点. 到达沥青路面的向下长、短波辐射量均大于天然地表, 沥青路面向上的长波辐射通量大于天然地表. 2009年9月-2010年8月沥青路面的净辐射量比天然地表多302.2 MJ·m-2, 2010年9月-2011年8月向上的短波辐射相对增加, 使得沥青路面的净辐射量仅比天然地表多28.21 MJ·m-2. 在5 cm深度, 沥青路面的温度比天然地表高约1.15~8.6 ℃. 对短波辐射的削减和对长波的吸收是其净辐射量增加的重要原因, 在能量辐射方面的差异是造成沥青路面吸热的重要原因之一. 相似文献
20.
在全球变暖及人类工程活动的影响下,青藏工程走廊内的热融灾害普遍发育。研究走廊内各类热融灾害的发育现状及其对多年冻土的热影响对今后的工程规划和冻土环境保护具有一定的指导意义。本文通过大量的野外调查工作,总结了走廊内热融灾害的类型及其发育现状,并选取3种典型热融灾害进行现场地温监测,分析其对多年冻土的热影响方式和程度。研究结果表明:3种热融灾害对其发育区域及附近的多年冻土都产生了巨大的热影响,热融滑塌和热融沟主要影响浅层的地温状况,而热融湖塘的影响范围更大,其发育甚至会导致湖塘下部形成多年融区。此外,侧向热流计算结果表明,3种热融灾害全年都在向其周边的多年冻土放热,通过对比发现热融湖塘的侧向热侵蚀能力最强,其次是热融沟,侧向热侵蚀最小的是热融滑塌。 相似文献