大兴安岭十八站—韩家园地区晚中生代火山岩年龄、地球化学特征及其构造意义     

柴明春  王泉  赵国英  高溯  曹昆 《地质通报》2018,37(10):1866-1881

大兴安岭十八站—韩家园地区发育晚中生代基性-中酸性火山岩。选取粗面安山岩、粗面岩、流纹岩进行年代学和岩石地球化学研究。粗面安山岩LA-ICP-MS锆石U-Pb年龄为125.2±0.9 Ma,为早白垩世火山作用的产物。岩石地球化学特征表明,中酸性火山岩属于高钾钙碱性-钾玄岩系列。岩石稀土元素总量∑REE=121.42×10~(-6)~154.43×10~(-6),轻、重稀土元素分异明显(La/Yb)_N=19.25~31.98,在稀土元素配分图上显示右倾型,除一个流纹岩样品具显著负Eu异常外,多数样品无明显Eu负异常(δEu=0.45~0.90)。岩石具弱富集大离子亲石元素Ba、Sr,明显亏损高场强元素Nb、Ta、Ti的特征。结合区域资料,认为十八站—韩家园地区早白垩世中酸性火山岩形成于蒙古-鄂霍茨克洋闭合机制下后碰撞伸展背景。粗面安山岩、粗面岩和流纹岩系同源岩浆部分熔融与结晶分异作用的结果,岩浆来源于受俯冲流体交代的富集岩石圈地幔。  相似文献   

滇中地区早前寒武纪地质研究新进展   总被引：1，自引：1，他引：0  

李静  刘桂春  刘军平  胡绍斌  曾文涛  孙柏东  张虎  邓仁宏  张志斌  刘发刚  段向东  俞赛赢  王晓峰  赵云江  周坤 《地质通报》2018,37(11):1957-1969

滇中地区中元古界"昆阳群"的地层层序是长期争议的重大基础地质问题,在一定程度上制约了地质调查工作的部署及勘查效果,也制约着滇中地区前寒武纪地质研究水平的进一步提高。云南省地质调查院在进行《云南省区域地质志》(第二版、修编)、1:5万二街等4幅区域调查子项目工作中,在前人工作成果的基础上,通过大量的野外地质调查及锆石同位素年代学研究,在滇中地区早前寒武纪地层层序及时代、重大地质事件记录、早期生命与环境协同演化等方面取得了一系列的新发现,具有重要意义。  相似文献   

滇西勐库地区退变质榴辉岩锆石U-Pb年龄及其地质意义   总被引：4，自引：1，他引：3  

孙载波  李静  周坤  曾文涛  吴嘉林  胡绍斌  刘桂春  赵江泰 《地质通报》2018,37(11):2032-2043

滇西双江县勐库地区退变质榴辉岩呈构造透镜体产于湾河蛇绿混杂岩带内,该发现弥补了东特提斯造山带高压-超高压变质岩在云南境内的空缺。在岩石学观察的基础上,借助激光剥蚀等离子体质谱(LA-ICP-MS)技术,对退变质榴辉岩中的锆石开展了精确的U-Pb年龄测定。所测试的3件样品分别采自3个不同的露头:样品PM011-9-1采自勐库控角剖面,样品PM038-15-4采自勐库地界剖面,样品GH1612-1-1采自勐库根恨大寨。测年结果显示,样品PM011-9-1的23个测点中存在2组较集中的~(206)Pb/~(238)U年龄,分别为801.0±9.8Ma和227.0±12Ma;样品PM038-15-4的26个测点中存在2组较集中的~(206)Pb/~(238)U年龄,分别为447.5±3.6Ma和291.7±6.3Ma;样品GH1612-1-1的30个测点中存在一组较集中的~(206)Pb/~(238)U年龄,为229.0±1.3Ma。结合区域资料及锆石阴极发光图像分析,801.0±9.8Ma应属退变质榴辉岩的原岩年龄,可能代表了Rodinia超大陆裂解早期出现的初始洋壳;而447.5±3.6Ma、291.7±6.3Ma和229.0±1.3～227.0±12Ma这3组年龄可能代表了退变质榴辉岩经历的3期变质作用年龄:分别为峰期硬柱石榴辉岩相的变质作用;中期角闪石榴辉岩相-高压麻粒岩相的退变质作用,为一个降压-增温的"热折返"过程;主期角闪岩相的退变质作用,是一个大幅度的降温-减压过程,奠定了勐库地区退变质榴辉岩的主体面貌。  相似文献   

内蒙古巴拉格歹地区构造混杂岩带中浊积岩、震积岩特征及意义——以内蒙古哈拉黑等八幅1:5万区域地质调查为例     

张庆奎  杨宾  邵学峰  陈树良  赵明远  吕凤祥 《地质通报》2018,37(9):1731-1735

浊积岩为具有鲍马序列的古海沟沉积,其部分沉积物与古海沟地震密切相关,由于岛弧外弧海沟地质构造复杂,洋板块俯冲及火山岩的喷发,地震活动强烈、频繁,沉积岩在成岩过程不断受到地震扰动,形成具有地震活动特点的震积岩。通过对巴拉格歹地区构造混杂岩带中浊积岩、震积岩的研究,识别出浊积岩系的具递变层理的槽模、沟模等冲刷铸模,包卷层理构造及最顶部黑色粉砂质泥岩段;识别出震积岩系的液化脉、地震震碎角砾岩、滑塌角砾岩、震褶岩-卷曲、纹层状、阶梯状断层构造等,建立并确认浊积岩、地震岩识别标志,恢复古地理构造环境,认为原划分的大石寨组应该解体,应为一套弧前盆地古海沟浊积岩沉积。结合浊积岩中的火山岩、基性岩及区域上化石山发现的超基性岩,初步确认,在测区浊积岩与岛弧火山岩、洋壳沉积物受板块碰撞拼接作用,由一系列逆冲断裂将上述各种块体构造就位在一起,形成构造混杂岩,为二连-贺根山缝合带在本区东延问题提供了资料。  相似文献   

Development and verification of the comprehensive model for physical properties of hydrate sediment     

Qingchao Li  Yuanfang Cheng  Qiang Li  Ubedullah Ansari  Yuwen Liu  Chuanliang Yan  Chuang Lei 《Arabian Journal of Geosciences》2018,11(12):325

Natural gas hydrate is widely distributed all over the world and may be a potential resource in the near future, whereas hydrate dissociation during the development affects wellbore stability and drilling safety. However, the present modeling of hydrate reservoir parameters ignored the influence of effective stress and only considered the hydrate saturation. In this paper, a series of stress sensitivity experiments for the unconsolidated sandstone were carried out, and the influence of mean effective stress on physical parameters was obtained; a comprehensive model for the physical parameters of hydrate reservoir was developed subsequently. With the help of ABAQUS finite element software, the established comprehensive model was verified by the use of the wellbore stability numerical model of hydrate reservoir. The verification results show that ignoring the effect of mean effective stress on the parameters of hydrate formation aggravates the invasion of drilling fluid into the hydrate formation. Besides, ignoring the stress sensitivity of reservoir physical parameters will underestimate the wellbore instability during hydrate drilling, which will be a threat to the safety of gas hydrate drilling. At the end of the drilling operation, the maximum plastic strain of the model for considering and not considering stress sensitivity was 0.0145 and 0.0138, respectively. Therefore, the established comprehensive model will provide a theoretical support for accurately predicting the engineering geological disasters in hydrate development process.  相似文献   

Evolution of the shape parameter in the Weibull distribution for brittle rocks under uniaxial compression     

Baicun Yang  Lei Xue  Miaomiao Wang 《Arabian Journal of Geosciences》2018,11(12):321

Applying the statistical damage theory based on the Weibull distribution to describe rock deformation and failure processes is an important development in rock mechanics. The shape parameter of the Weibull distribution, m, determines the basic shape of the distribution curve; additionally, it also represents a physical characteristic which can be applied when constructing rock constitutive models. To study the evolution of m during rock failure when applying the Weibull distribution to rock mechanics, uniaxial cyclic loading tests of shale specimens were conducted and previous rock mechanics experiments under different temperatures and loading rates were reviewed. The results indicate that m varied with the accumulation of damage but was almost constant between the volume expansion point and the peak strength point of each specimen. Combined with previous studies about the accelerated failure behavior of rocks, we conclude that between the volume expansion point and the peak strength point, the mechanical behavior of the rock fracture process did not change significantly. Based on the characteristics of m at different damage stages during the rock failure process, ranges of m values at different damage stages are proposed. The conclusions reached in this study may be used as an important reference for theoretical research on rock mechanics.  相似文献   

闽赣交界武夷山南段“桃溪穹隆”形变特征及构造演化探讨          下载免费PDF全文

黄昌旗  张开毕  石建基  张达  林子华  程乔  赵举兴 《华东地质》2018,(4):252-260

"桃溪穹隆"由内核、中间层和盖层组成,发育岩石流变,韧性、韧脆性和脆性变形(断裂)。文章以"桃溪穹隆"内核、中间层和盖层为对象,通过研究其形变特征、运动形式及相互关系,探讨穹隆上隆的运动方式,结合沉积事件、岩浆活动和构造运动,阐述穹隆的形成机制和构造演化特征。"桃溪穹隆"于加里东期(志留纪末)隆升,华力西期—印支期(晚二叠世—中三叠世)大规模上隆,燕山期及后期继承性活动,主隆升期(华力西期—印支期)为逆时针旋转上隆。穹隆长期隆升是该区古元古代结晶基底出露的主要原因。  相似文献   

Porosity and wave velocity evolution of granite after high-temperature treatment: a review     

Weqiang Zhang  Qiang Sun  Yuliang Zhang  Lei Xue  Fanfan Kong 《Environmental Earth Sciences》2018,77(9):350

The evolution of porosity and changes in wave velocity in granite after high-temperature treatment has been experimentally investigated in different studies. Statistical analysis of the test results shows that there is a temperature threshold value that leads to variations in porosity and wave velocity. At a temperature that is less than 200 °C, the porosity of granite slowly increases with increases in temperature, while the wave velocity decreases. When the temperature is greater than 200 °C (especially between 400 and 600 °C), the porosity quickly increases, while the wave velocity substantially decreases. The temperature ranges of room temperature to 200 and 200–400 °C correspond to the undamaged state and the micro-damage state, respectively. The results confirm that there is an important link between the variations of physical and mechanical properties in response to thermal treatment. By studying the relationships among rock porosity, wave velocity and temperature, this provides the basis for solving multi-variable coupling problems under high temperatures for the thermal exploitation of petroleum and safe disposal of nuclear waste.  相似文献   

A GIS-based method of risk assessment on no. 11 coal-floor water inrush from Ordovician limestone in Hancheng mining area,China     

Gelian Dai  Xiaoyuan Xue  Ke Xu  Lei Dong  Chao Niu 《Arabian Journal of Geosciences》2018,11(22):714

The no. 11 coal seam in the deep area of Hancheng mining area is mining in recent years, which is threatened by the water inrush from the Ordovician limestone aquifer. Coal-floor water inrush is governed by the water abundance of coal-floor aquifer, the water-resisting performance of coal-floor aquitard, and the pathway connecting the water source and the working face. To make an accuracy risk assessment of water inrush from the no. 11 coal seam floor, a GIS-based vulnerability index method (VIM) is adopted for its superior comprehensive consideration of more controlling factors, powerful spatial analysis, and intuitively display functions. This study firstly established an index system including the water pressure of the coal-floor aquifer, the unit water inflow, the thickness, the core recovery percentage, the thickness ratio of brittle rocks to ductile rocks, the thickness of effective aquitard, and the accumulated length of faults and folds, of which the former six indexes governed the water abundance of the coal-floor aquifer which was combined with the last two factors to determine the risk of coal-floor water inrush. Secondly, the thematic map of each controlling factor is established by GIS using the geological prospecting data, and the weight of each factor is determined by the analytic hierarchy process (AHP) after consulting the expert review panel. At last, a vulnerability index is obtained and used to assess the risk of coal-floor water inrush of the no. 11 coal seam. The risk of water inrush of the no. 11 coal seam of the study area was ranked to three zones: the southeastern shallow area in red color is the dangerous zone, the wide northwestern area in green color is the safe zone, and the transition area in yellow color is the moderate-risk zone. Compared with the actual water-inrush incidents, the risk assessment result was verified to achieve an accuracy of 82.35%, which is proved to be a dependable reference for the prevention and controlling of coal-floor water inrush of the no. 11 coal seam in Hancheng mining area.  相似文献   

Stability study on the northern batter of MBC Open Pit using Plaxis 3D     

Lei Zhao  Greg You 《Arabian Journal of Geosciences》2018,11(6):119

Cracks appeared on the northern batter at Maddingley Brown Coal Open Pit Mine, Victoria, Australia, on 8 November 2013 and a 2-day rainfall event happened 5 days later. This study models the stability of the northern batter considering the effect of the rainfall event and an emergency buttress using finite element method (FEM) encoded in Plaxis 3D. It is found that the batter tended to lead to block sliding after overburden removal. The observed vertical crack would be a combined action of the overburden removal and groundwater flow. The simulated location of cracks agrees well with the actual location, and the simulated heave of the coal seam is in good agreement with the experience in Victoria brown coal open pit mining. The rainfall accelerated the development of the cracks. With the construction of the emergency buttress, the batter became stable that is in good agreement with the monitored data.  相似文献