巴布亚新几内亚奥克泰迪铜金矿床成矿特征和控制因素

巴布亚新几内亚西部Fubilan山奥克泰迪矿床是一个世界级铜金矿床,在大地构造上位于新几内亚造山带的巴布亚褶皱带。该矿床的铜金矿化赋存于Fubilan二长斑岩及其周边的磁铁矿夕卡岩和硫化物夕卡岩中。矿石类型以原生硫化物矿石为主,金属矿物包括磁铁矿、黄铁矿、磁黄铁矿、白铁矿、黄铜矿、斑铜矿等。蚀变类型包括夕卡岩化、钾化、泥化和青盘岩化。矿床氧化次生富集带发育,表生矿石矿物为蓝辉铜矿、辉铜矿、自然铜、铜蓝和银金矿。成矿作用主要受区域构造、侵入杂岩体、Darai组灰岩地层、断裂等因素的控制。根据矿床的主岩、矿石特征、蚀变特征和控矿因素,认为该矿床成因类型属于较为典型的夕卡岩—斑岩型矿床。     

PKI中RA的功能模型及一种实现方式

网络安全是近年来研究的热点，各种新技术不断涌现，身份认证是安全应用中最重要的一个问题，也是PKI的核心服务之一。PKI作为信息安全的基石经过几年的发展不断走向成熟，在许多领域发挥着重要的作用。针对目前对PKI中的重要部件RA的研究很少的状况，着重对RA的实现模型进行了探讨。     

Seismic-induced rockfalls and landslide dam following the October 30, 2016 earthquake in Central Italy

On October 30, 2016, a seismic event and its aftershocks produced diffuse landslides along the SP 209 road in the Nera River Gorge (Central Italy). Due to the steep slopes and the outcropping of highly fractured and bedded limestone, several rockfalls were triggered, of which the main event occurred on the slope of Mount Sasso Pizzuto. The seismic shock acted on a rock wedge that, after an initial slide, developed into a rockfall. The debris accumulation blocked the SP 209 road and dammed the Nera River, forming a small lake. The river discharge was around 3.6 m³/s; the water overtopped the dam and flooded the road. By a preliminary topographic survey, we estimated that the debris accumulation covers an area of about 16,500 m², while the volume is around 70,000 m³. The maximum volume occupied by the pre-existing talus mobilized by the rockfall is about 20% of the total volume. Besides blocking the road, the rockfall damaged a bridge severely, while, downstream of the dam, the water flow caused erosion of a road embankment. A rockfall protection gallery, a few hundred meters downstream of the dam, was damaged during the event. Other elastic nets and rigid barriers were not sufficient to protect the road from single-block rockfalls, with volumes around 1–2 m³. Considering the geological and geomorphological conditions, as well as the high seismicity and the socioeconomic importance of the area, a review of the entire rockfall protection systems is required to ensure protection of critical infrastructure and local communities.     

弹性特征约束下的矿物成分页岩脆性评价方法研究

脆性评价对页岩储层可压裂性评估、设计压裂层段、提升压裂改造效果具有重要意义.但传统基于矿物成分的脆性评价方法将不同矿物成分对脆性指数贡献程度进行平均化, 忽略了不同矿物对岩石脆性影响的差异性.本文采用数字岩石物理实验来标定不同矿物成分对岩石脆性整体特征的影响程度, 定量分析了岩石弹性参数随矿物组分含量的变化关系, 采用基于弹性参数的脆性指数来建立不同矿物成分对页岩脆性的差异性影响关系, 建立不同矿物组分相较于黏土矿物与脆性指数的相对关系及敏感因子, 在弹性参数脆性指数的约束下确定了不同矿物成分在脆性指数中的权重, 提出了基于矿物成分贡献程度自适应变化的脆性评价方法.矿物脆性评价结果与弹性参数脆性评价结果的相关性分析及下寺湾地区岩样脆性评价测试表明, 考虑不同矿物成分的差异性所构建的脆性评价方法更加合理有效.

     

地表风蚀物理过程风洞实验的初步研究

本文介绍了研究地表风蚀物理过程中风洞实验的方法、内容及结果。实验表明:净风对土表的风蚀作用微弱,即使在遭到大风吹刮时,土表的结壳仍不易受到破坏。但在挟沙气流作用下,却能使土表结壳遭到破坏,风蚀发展异常迅速。自然形成的土表结壳、经风选被粗化的土表和长有草丛的地表均有抑制风蚀的保护作用。本实验在方法上虽属初步尝试,但能说明沙漠化物理过程的一般机制,并为防治按漠化的措施提供依据。     

构造-沉积分异原理及其地质意义*

构造-沉积分异是地球表层的常见地质现象,发生于沉积盆地、造山带与克拉通等岩石圈构造单元,表现为岩石圈的深、中、浅层始终发生着沉积物、流体、能量与力的交换与分异过程。文中从物质组成、时空分布与力学机制等方面阐述构造-沉积分异的基本特征,并以中国沉积盆地为例进行分析。作者首先将构造-沉积分异定义为“由构造应力、热力、重力、地幔动力等因素引起地表地形差异,从而导致沉积物源、搬运体系与沉积作用变化的过程”;认为构造-沉积分异发生在不同尺度的洋-陆系统、盆-山系统、隆-坳系统、凸-凹系统与高-低地貌系统,受基底结构、强度与活动性的明显控制,构造应力、重力、热力、地幔动力等控制了该分异机制; 强调随时间演变出现构造-沉积分异演化旋回,表现为伸展期裂陷向聚敛期隆坳转变,碳酸盐岩分异台地向统一台地转变。上述控制因素与机制在时空上可以发生复合,导致多类构造-沉积分异作用出现。研究构造-沉积分异作用,可以为重建地球历史、加快矿产资源勘查和改善人类宜居环境做出贡献。     

基于元素Mn、Co、Cd、Mo的海相沉积岩有机质 富集因素判别指标在四川盆地北缘的应用

基于金属元素Mn、Co、Cd、Mo的海洋富有机质沉积岩沉积环境和有机质富集主控因素判别指标Al—Co·Mn和Co·Mn—Cd/Mo,能够有效地区分促进有机碳埋藏的两种海洋端元沉积环境:大陆边缘开放/上升洋流环境和滞留的边缘海盆环境。利用这种方法研究了四川盆地北缘城口县月亮坪剖面五峰组和龙马溪组页岩沉积时期的水体环境和有机质富集的主控因素。研究表明五峰组Mn、Co富集程度低,Mo富集程度自下而上明显增大;龙马溪组Mn整体亏损,Co富集程度低,Mo富集程度自下而上明显减小。Al—Co·Mn方法的使用发现滞留环境主要出现在五峰组早期和龙马溪组晚期,以及观音桥段附近,而五峰组中晚期和龙马溪组早—中期水体主要处于开放/上升洋流区。剖面[w(Co)/(μg/g)]·[w(Mn)/(%)]值均小于平均页岩值1.615;五峰组Cd/Mo值整体大于正常海水值0.006,全部小于平均页岩值0.308,龙马溪组整体小于正常海水值。Co·Mn—Cd/Mo联合图版的使用发现月亮坪剖面五峰组和龙马溪组有机质富集主要受到保存条件控制,与使用U/Th、V/Cr、P/Ti、Ba/Al与TOC相关性分析得出的结论一致。基于金属元素Mn、Co、Cd、Mo的判别指标对于判断古生代大陆边缘地区富有机质页岩沉积环境及有机质富集主控因素有较好的效果。     

动态聚类-模糊模式识别及其应用

本文以模糊子集论为指导,在迪戴的DCM法的基础上提出了动态聚类-模糊模式识别方法。实际上,它是一种新的模糊聚类的方法。该方法以DCM法的动态聚类部分做为原始数据变换的手段,而将迪戴的强模式概念推广为模糊模式,将强模式识别推广为模糊模式识别。此外,还提出了模糊模式间联系度的概念,从而解决了类间联系、类内典型个体、类间过渡个体、个体对各类的隶属程度以及内部有某种演化趋势的类别的划分等问题。文章还给出了该方法的数学模型和算法概要。最后,通过一个在地质学中的应用实例,说明了该方法的应用效果。     

Fall vs flow activity during the 1991 climactic eruption of Pinatubo Volcano (Philippines)

Six years after the 1991 Mt. Pinatubo eruption, deep erosion incisions into the pyroclastic deposits accumulated around the volcano enabled us to investigate the stratigraphy of the climactic deposits both in valley bottoms and on contiguous ridges. Stratigraphic relationships between fall, flow, and surge deposits in the Marella drainage system indicate that during the climactic eruption a progressive shift occurred from an early convective regime, to a transitional regime feeding both the plinian convective column and mostly dilute density currents, to a fully collapsing regime producing mostly dense pyroclastic flows. Syn-plinian dilute density currents (surges) propagated up to ~10 km from the crater, both along valley bottoms and on contiguous ridges of the Marella Valley, whereas post-plinian pyroclastic flows had greater runout (~13 km), were confined to valleys and were not associated with significant surges. Stratigraphic study and grain-size analyses allow the identification of three types of intra-plinian deposits: (a) lower and often coarse-grained surge deposits, emplaced during the accumulation of the coarsest portion of the fallout bed at time intervals of ~16-24 min; (b) upper fine-grained surge deposits, interstratified with the fine-grained portion of the fall bed and emplaced at shorter time intervals of ~3-13 min; and (c) small-volume, channel-confined, massive pumiceous flow deposits interbedded with the upper surges in the upper fine-grained fall bed. Maximum clast size isopleths of 1.6 and 0.8 cm for lithics (ML) and 2.0 and 4.0 cm for pumices (MP) show almost symmetrical distribution around the vent, indicating that the passing of the typhoon Yunya during the climactic eruption had little effect on trajectories of high-Reynold-number clasts. Significant distortion was, however, observed for the 3.2-cm ML and 6.0-cm MP proximal isopleths, whose patterns were probably influenced by the interaction of the clasts falling from column margins with the uprising co-ignimbrite ash plumes. Application of the Carey and Sparks (1986) model to the undisturbed isopleths generated by the umbrella cloud yields a maximum column height of ~42 km, in good agreement with satellite measurements. Systematic stratigraphic and vertical grain-size studies of the plinian fall deposit in the Marella Valley, combined with satellite data and eyewitness accounts, reveal that the carrying capacity of the convective column and related fallout activity peaked in the early phase of the eruption, beginning slightly before 13:41 and gradually declined until its cessation 3 h later. Most of the pumiceous pyroclastic flow deposits were emplaced after the end of the fallout activity at ~16:30 but before the summit caldera collapse at approximately 19:11. Only a small volume of pumiceous flow deposits accumulated after the final caldera collapse. In contrast to the previous reconstruction of Holasek et al. (1996), which interpreted the progressive lowering of the column, documented by satellite data, as due to a decreasing mass eruption rate, we suggest that a progressive shift from a plinian column to a large co-ignimbrite column could also account for such a variation.     

Short Term and Short Range Seismicity Patterns in Different Seismic Areas of the World

The aim of this work is to quantitatively set up a simple hypothesis for occurrence of earthquakes conditioned by prior events, on the basis of a previously existing model and the use of recent instrumental observations. A simple procedure is presented in order to determine the conditional probability of pairs of events (foreshock-mainshock, mainshock-aftershock) with short time and space separation. The first event of a pair should not be an aftershock, i.e., it must not be related to a stronger previous event. The Italian earthquake catalog of the Istituto Nazionale di Geofisica (ING) (1975–1995, M 3.4), the earthquake catalog of the Japan Meteorological Agency (JMA) (1983–1994, M 3.0) and that of the National Observatory of Athens (NOA) (1982–1994, M 3.8) were analyzed. The number of observed pairs depends on several parameters: the size of the space-time quiescence volume defining nonaftershocks, the inter event time, the minimum magnitude of the two events, and the spatial dimension of the alarm volume after the first event. The Akaike information criterion has been adopted to assess the optimum set of space-time parameters used in the definition of the pairs, assuming that the occurrence rate of subsequent events may be modeled by two Poisson processes with different rates: the higher rate refers to the space-time volume defined by the alarms and the lower one simulates earthquakes that occur in the nonalarm space-time volume. On the basis of the tests carried out on the seismic catalog of Italy, the occurrence rate of M 3.8 earthquakes followed by a M 3.8 mainshock within 10 km and 10 days (validity) is 0.459. We have observed, for all three catalogs, that the occurrence rate density for the second event of a couple (mainshock or aftershock) of magnitude M₂ subsequent to a nonaftershock of magnitude M₁ in the time range T can be modeled by the following relationship: (T, M₂) = 10^{a + b(M1 - M2)} with b varying from 0.74 (Japan) to 1.09 (Greece). The decrease of the occurrence rate in time for a mainshock after a foreshock or for large aftershocks after a mainshock, for all three databases, obeys the Omori's law with p changing from 0.94 (Italy) to 2.0 (Greece).