基于地层结构组合的第四纪地质单元划分研究——以皖江经济带沿江丘陵平原区为例          下载免费PDF全文

苏晶文  龚建师  李运怀  李云峰  王毅  董长春  杨洋  叶永红  魏峰  朱春芳  王睿  蔡磊 《中国地质调查》2014,6(5):28-35

为支撑地质条件复杂地区的水文地质、工程地质和环境地质调查研究,在皖江经济带沿江丘陵平原区通过系统分析第四纪地层的岩性、结构、构造等组合,以地貌以及第四系成因、沉积相和沉积物物源为指标,结合已有区域第四纪研究成果以及年代地层和岩石地层划分标准,进行皖江沿江丘陵平原区“第四纪地质单元”划分,共划分出冲积-湖积平原地质单元、洪积-坡积岗地地质单元和残积-剥蚀丘陵地质单元3个一级地质单元,总结了7种类型第四纪地层结构组合及其特征,为区域水文地质和工程地质调查与研究奠定了基础。  相似文献   

Analysis on the law of occurrence of shallow geothermal energy in Zhoukou City of Henan Province,China     

XING Hui  DI Yan-song  YONG Yi 《地下水科学与工程》2014,7(3):282-287

In this paper, through data collection and field investigation, the development and utilization status of shallow geothermal energy in Zhoukou urban area was discussed. Based on the analysis of hydrogeological conditions, rock and soil structure characteristics and field test research, the spatial distribution characteristics of rock and soil in the study area were summarized. The study shows that Zhoukou City is located in the alluvial plain of Huanghuai, and the loose deposits of river alluvial genesis range 0-200 m. These loose deposits and groundwater stored in their pores are the main carriers of shallow geothermal energy. In the central part of the Yinghe River in the middle of the study area, the aquifer thickness is within 200 m, the particle size is coarser, the water-bearing degree and recharge capacity is better. On this basis, the paper uses AHP to evaluate the suitability of shallow geothermal energy development and utilization to guide the rational development and utilization of shallow geothermal energy resources.  相似文献   

内蒙古朝不楞铁铜锌铋矿床的地质特征及矿床成因     

王必任  周志广  李树才  柳长峰  周毅  冯俊岭 《矿床地质》2014,33(2):373-385

内蒙古朝不楞铁铜锌铋矿床位于二连浩特-东乌旗多金属成矿带的东段,其矿化蚀变沿着花岗岩体与围岩的接触带分布。在外接触带,大理岩热液蚀变形成了进化矽卡岩,由石榴子石、辉石、硅灰石和方解石组成,泥质砂岩蚀变成角岩,由角闪石、黑云母、长石和石英组成。矽卡岩或角岩经退化蚀变形成了铁氧化物矿化,由磁铁矿、磁赤铁矿和镜铁矿组成,伴随有绿帘石、方解石、萤石和黑云母蚀变;晚期热液退化蚀变形成了硫化物,由黄铜矿、白铁矿、黄铁矿、辉钼矿、闪锌矿、辉铋矿和自然铋组成,伴随有透闪石、绿泥石、萤石、石英和方解石蚀变。在内接触带,花岗岩的热液蚀变形成了钾化,由钾长石、黑云母和少量石榴子石组成,随后被退化绿帘石、方解石和少量磁铁矿交代;晚期退化蚀变形成了硫化物脉,伴随有黑云母、方解石、石英和萤石蚀变。流体包裹体爆裂温度结果表明,该矿床形成于浅成（1.7~3.5 km）、高温环境,成矿热液具有从高温向低温多阶段演化的冷却史。矿床的地质、矿物组合特征及成矿物理化学条件显示出该矿床属于浅成、高温、近端的矽卡岩型矿床。  相似文献   

The Dynamic Evaluation of Rock Slope Stability Considering the Effects of Microseismic Damage   总被引：1，自引：1，他引：0  

N. W. Xu  F. Dai  Z. Z. Liang  Z. Zhou  C. Sha  C. A. Tang 《Rock Mechanics and Rock Engineering》2014,47(2):621-642

A state-of-the-art microseismic monitoring system has been implemented at the left bank slope of the Jinping first stage hydropower station since June 2009. The main objectives are to ensure slope safety under continuous excavation at the left slope, and, very recently, the safety of the concrete arch dam. The safety of the excavated slope is investigated through the development of fast and accurate real-time event location techniques aimed at assessing the evolution and migration of the seismic activity, as well as through the development of prediction capabilities for rock slope instability. Myriads of seismic events at the slope have been recorded by the microseismic monitoring system. Regions of damaged rock mass have been identified and delineated on the basis of the tempo-spatial distribution analysis of microseismic activity during the periods of excavation and consolidation grouting. However, how to effectively utilize the abundant microseismic data in order to quantify the stability of the slope remains a challenge. In this paper, a rock mass damage evolutional model based on microseismic data is proposed, combined with a 3D finite element method (FEM) model for feedback analysis of the left bank slope stability. The model elements with microseismic damage are interrogated and the deteriorated mechanical parameters determined accordingly. The relationship between microseismic activities induced by rock mass damage during slope instability, strength degradation, and dynamic instability of the slope are explored, and the slope stability is quantitatively evaluated. The results indicate that a constitutive relation considering microseismic damage is concordant with the simulation results and the influence of rock mass damage can be allowed for its feedback analysis of 3D slope stability. In addition, the safety coefficient of the rock slope considering microseismic damage is reduced by a value of 0.11, in comparison to the virgin rock slope model. Our results demonstrate that microseismic activity induced by construction disturbance only slightly affects the stability of the slope. The proposed feedback analysis technique provides a novel method for dynamically assessing rock slope stability and can be used to assess the slope stability of other similar rock slopes.  相似文献   

汶川科学钻探PDC取心钻头有限元分析     

唐胜利 《地质与勘探》2014,50(3):577-582

汶川地震断裂带科学钻探项目是在龙门山"北川-映秀"断裂及龙门山前缘安县-灌县断裂附近实施5口科学群钻,由于所实施的5个钻孔都位于地震断裂带上,地层十分松软破碎,普通取心钻进的取心率低、岩心扰动大。为解决该问题,设计并采用了一种超前式隔水防冲蚀PDC取心钻头,取得了良好的效果,提高了岩心采取率,并保证了岩心的原状性。论文通过UG建立的实体模型导入ANSYS Workbench下的CFX流场分析和Steady-Thermal稳定热分析模块,分析了该钻头的井底流场分布、大小以及钻头的冷却效果,并计算孔底有效排粉的最低泵量,以确定超前式隔水防冲蚀PDC取心钻头取心钻进时保证取心率和岩心原状性要求的最优泵量。  相似文献   

海南岛晚中生代花岗闪长岩及其包体的锆石U-Pb定年及构造意义   总被引：1，自引：0，他引：1       下载免费PDF全文

唐立梅  陈汉林  董传万 《地质科学》2014,(1):259-274

海南岛晚中生代的岩浆活动十分强烈,代表性的岩体有千家岩体、屯昌岩体和保城岩体,岩体岩性为花岗闪长岩,其中包含大量的闪长岩包体。系统的LA-ICP-MS锆石U-Pb定年结果表明,花岗闪长岩及包体均形成于101 Ma,为双峰式侵入岩,由来自地幔的高温基性岩浆注入下地壳较酸性的长英质岩浆,两种岩浆同时上侵冷却形成。它们形成的构造环境为板内拉张环境,指示了海南岛于101 Ma处于强烈的岩石圈减薄阶段,这与晚中生代太平洋板块俯冲引起的弧后拉张有关。  相似文献   

Three-Dimensional Numerical Investigations of the Failure Mechanism of a Rock Disc with a Central or Eccentric Hole   总被引：3，自引：3，他引：0  

S. Y. Wang  S. W. Sloan  C. A. Tang 《Rock Mechanics and Rock Engineering》2014,47(6):2117-2137

The diametrical compression of a circular disc (Brazilian test) or cylinder with a small eccentric hole is a simple but important test to determine the tensile strength of rocks. This paper studies the failure mechanism of circular disc with an eccentric hole by a 3D numerical model (RFPA3D). A feature of the code RFPA3D is that it can numerically simulate the evolution of cracks in three-dimensional space, as well as the heterogeneity of the rock mass. First, numerically simulated Brazilian tests are compared with experimental results. Special attention is given to the effect of the thickness to radius ratio on the failure modes and the peak stress of specimens. The effects of the compressive strength to tensile strength ratio (C/T), the loading arc angle (2α), and the homogeneity index (m) are also studied in the numerical simulations. Secondly, the failure process of a rock disc with a central hole is studied. The effects of the ratio of the internal hole radius (r) to the radius of the rock disc (R) on the failure mode and the peak stress are investigated. Thirdly, the influence of the vertical and horizontal eccentricity of an internal hole on the initiation and propagation of cracks inside a specimen are simulated. The effect of the radius of the eccentric hole and the homogeneity index (m) are also investigated.  相似文献   

Rainfall-triggering response patterns of post-seismic debris flows in the Wenchuan earthquake area     

Wei Zhou  Chuan Tang  Th. W. J. Van Asch  Chunhua Zhou 《Natural Hazards》2014,70(2):1417-1435

Several giant debris flows occurred in southwestern China after the Wenchuan earthquake, causing serious casualties and economic losses. Debris flows were frequently triggered after the earthquake. A relatively accurate prediction of these post-seismic debris flows can help to reduce the consequent damages. Existing debris flow prediction is almost based on the study of the relationship between post-earthquake debris flows and rainfall. The relationship between the occurrence of post-seismic debris flows and characteristic rainfall patterns was studied in this paper. Fourteen rainfall events related to debris flows that occurred in four watersheds in the Wenchuan earthquake area were collected. By analyzing the rainfall data, characteristics of rainfall events that triggered debris flows after the earthquake were obtained. Both the critical maximum rainfall intensity and average rainfall intensity increased with the time. To describe the critical conditions for debris flow initiation, intensity–duration curves were constructed, which shows how the threshold for triggering debris flows increased each year. The time that the critical rainfall intensities of debris flow occurrences return to the value prior to the earthquake could not be estimated due to the absent rainfall data before the earthquake. Rainfall-triggering response patterns could be distinguished for rainfall-induced debris flows. The critical rainfall patterns related to debris flows could be divided on the basis of antecedent rainfall duration and intensity into three categories: (1) a rapid triggering response pattern, (2) an intermediate triggering response pattern, and (3) a slow triggering response pattern. The triggering response patterns are closely related to the initiation mechanisms of post-earthquake debris flows. The main difference in initiation mechanisms and difference in triggering patterns by rainfall is regulated by the infiltration process and determined by a number of parameters, such as hydro-mechanical soil characteristics, the thickness of the soil, and the slope gradient. In case of a rapid triggering response rainfall pattern, the hydraulic conductivity and initial moisture content are the main impact factors. Runoff erosion and rapid loading of solid material is the dominant process. In case of a rainfall pattern with a slow triggering response, the thickness and strength of the soil, high hydraulic conductivity, and rainfall intensity are the impact factors. Probably slope failure is the most dominant process initiating debris flows. In case of an intermediate triggering response pattern, both debris flow initiation mechanisms (runoff erosion and slope failure) can play a role.  相似文献   

新疆博格达东缘色皮口地区晚石炭世裂谷火山岩地球化学、锆石U-Pb年代学及Hf同位素研究   总被引：2，自引：1，他引：1  

高景刚  李文渊  刘建朝  高云霞  郭新成  周义  范庭宾 《岩石学报》2014,30(12):3539-3552

新疆色皮口地区位于博格达造山带东段北部,区域内的上石炭统柳树沟组火山岩为玄武岩-玄武安山岩、角斑岩-石英角斑岩和流纹岩,组成双峰式火山岩建造。岩石SiO 2含量为48.07%~77.62%,赖特碱度率(AR)为1.35~4.7,Na2O+K2O含量为3.74%~9.02%,K2O/Na2O值为0.04~1.04,为低钾高钠钙碱性-碱性岩石。玄武岩、玄武安山岩TiO 2=0.86%~1.7%,较高的Al、低Mg,以及低K2O/TiO 2和K2O/P2O5比值(分别为0.13~1.81、0.36~6.00),反映了在岩浆演化过程中发生了不明显的分离结晶作用。玄武岩、玄武安山岩、角斑岩不相容元素K、Rb、Th、Ba强富集,高场强元素Nb、Ta、Zr、Hf无富集,Ti亏损不明显,玄武岩(Th/Nb)N值为1.36~6.55,Nb/La值为0.29~0.44,具有较低的Nb/Zr比值(0.03~0.05)。由玄武岩到石英角斑岩,稀土元素组成略右倾平行曲线簇,倾斜度(轻重稀土分异度)略增大,铕负异常趋于明显(δEu=0.81~1.17)。流纹岩不相容元素K、Rb、Th、Ba富集,高场强元素Nb、Ta、Zr、Hf富集,流纹岩稀土总量增高,轻重稀土分异增大,明显铕负异常(δEu=0.27~0.50),显示后期较强的岩浆分异作用。石英角斑岩的锆石LA-ICP-MS U-Pb定年结果为314.9±1.2Ma(n=16,MSWD=0.4,Th/U比值在0.56~1.21之间),这表明石英角斑岩形成时代为晚石炭世。石英角斑岩中锆石的176Hf/177Hf比值均分布在0.282897~0.283097之间,并具有较高的正εHf值(11~18),平均值为14,Hf的模式年龄tDM2介于180~628Ma。所有锆石的176Hf/177Hf比值和εHf值位于亏损地幔演化线与下地壳之间,并靠近亏损地幔演化线。上述特点反映晚石炭世火山岩形成于板内裂谷环境,下部玄武岩与角斑岩-石英角斑岩具有同源特征,暗示岩浆源区来源于亏损地幔,并受地壳混染。  相似文献   

渣尔泰山地区白垩纪酸性火山岩地质特征及成矿作用   总被引：2，自引：2，他引：0  

康明  杨柳  王丰  李振  王璐阳  何祎 《岩石学报》2014,30(12):3681-3692

渣尔泰山地区位于内蒙古中西部,大地构造位置处于华北地台北缘狼山-渣尔泰山裂陷槽的东段,根据近几年的找矿实践与研究,在白垩纪的酸性火山岩中已发现银金矿床、金银矿床,主要赋存于下白垩统白女羊盘组酸性火山岩中。该套火山岩具富硅富钾、相对贫钙镁的特点,属于铝过饱和的碱性系列;在球粒陨石标准化图解上岩石化学样品均显示为轻稀土(LREE)相对富集、重稀土(HREE)相对亏损的右倾型配分模式,轻重稀土分异较明显,显示较明显的负铕异常;微量元素显示明显的Rb、Pb正异常和Ba、Sr负异常,不相容元素比值Zr/Nb=2.47~4.87,Zr/Y=18.3~103。属大陆碰撞造山期后作用的产物,来源于地壳部分熔融。其岩石类型主要有:流纹质凝灰角砾岩、流纹质角砾凝灰岩、球粒状流纹岩、珍珠岩、显微嵌晶状流纹岩夹流纹斑岩等。银多金属矿的含矿层主要由复碎裂复硅化流纹质凝灰角砾岩、硅化复碎裂流纹岩、多期次硅化黄铁矿化角砾岩化流纹斑岩等组成。成矿元素Ag、Au、Sb、W显著富集于流纹质凝灰角砾岩、多期次硅化碎裂的流纹岩、流纹斑岩中,其平均含量高于中国流纹岩元素丰度10倍以上,说明该套火山岩提供了成矿物质来源;且元素含量的分异程度较大,指示明显受到后期成矿作用的叠加;有一定的找矿潜力。  相似文献