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991.
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993.
Brittle structures in rock of different ages can be used to establish the tectonic evolution of an orogenic belt through paleostress calculations. Micangshan is located at the southern margin of the Qinling orogenic belt,between the SE-trending Longmenshan fold-and-thrust belt and the arcuate Dabashan thrust-and-fold belt. Structural observations revealed that the dominant structures are reverse and strike-slip faults and folds with E–W and NE–SE trends. To increase knowledge of the tectonic evolution of the Micangshan anticlinorium,faults,joints,veins,and folds were measured at more than eighty sites. On the basis of structural analysis,it emerged that the multiphase paleostress fields became established after the oblique collision between the North and South China plates. The earliest stress field with N–S compression was established during the Micangshan uplift associated with the E–W trending faults and folds. Subsequently,a N–S extension occurred when the Qinling orogenic belt collapsed. Then NW–SE compression developed,with NE trending faults and folds forming in relation to Longmenshan thrusting toward southwest on the eastern margin of the Tibetan plateau. With the development of the arcuate Dabashan orogenic belt,the compression stress orientation of the Micangshan anticlinorium altered from NE–SW to E–W. 相似文献
994.
ZHANG Li YANG Jingsui LIAN Dongyang LIU Fei ZHAO Hui HUANG Jian YANG Yan 《《地质学报》英文版》2015,89(Z2):117-119
<正>The Gongzhucuo ophiolite,located near Lake Gongzhu in SW Tibet,occurs in the southern ophiolite sub-belt along the western Yarlung Zangbo suture zone.It is is mainly composed of harzburgitic and lherzolitic upper mantle peridotites,intruded by mafic dikes.The mantle 相似文献
995.
<正>The Yarlung Zangbo Suture Zone(YZSZ)to the west of Saga is divided into two sub-belts,namely the south subbelt and the north sub-belt.The Saga ophiolite is mainly composed of peridotites,gabbro,diabase and lava.In this paper,we report a suite of alkaline basalt to the south of the Saga ophiolite,which extends NWW along an outcrop 相似文献
996.
Zeng Jingjing Qu Jiansheng Pei Huijuan Dong Liping Liao Qin Liu Yanfei Zhang Zhiqiang 《地球科学进展》2015,30(11):1210-1217
The international climate change negotiation has been carried out over 20 years. The issue of climate change has shifted from a scientific question into a complex political matter which is related to the sustainable development of mankind. Based on the overview of major processes and stages of international climate conferences, this paper analyzed the key measures that major countries have taken to address climate change, as well as the primary tasks of Paris climate conference and recent international actions. The recent international climate policy issues were also analyzed in order to provide suggestions for China’s activel participation in the development of a new round of international climate change system. 相似文献
997.
As an in situ, simple and passive technology, Permeable Reactive Barrier (PRB) is becoming widely used in groundwater remediation. Based on its definition and development process, the development of PRB can be divided into two stages: The traditional zero-valent iron PRB before 2000 and the PRB composed of novel mixed media after 2000. With the rapid worsening of groundwater pollution, the increasing application of PRB and the rapid development of materials science, the development of PRB technology in future will be mainly focused on the investigation of mixed and novel media, the design of mixed PRBs, the combination of PRB technology with other remediation technology, and the long term monitoring and management of PRB projects. 相似文献
998.
如何可靠的获取岩体的力学参数,一直是岩体力学界研究的重要课题。本文采用RMR分类方法、Hoek-Brown强度准则,获得了边坡稳定性计算分析所用的摩尔库伦模型基本参数,实现了室内岩石力学实验参数与野外现场实际岩体参数的过渡与衔接。并以某露天矿岩质开挖边坡典型剖面为例,进行该边坡岩体力学获取及开挖稳定性分析,计算结果表明:对于所计算的剖面边坡,应注意对露天采矿坑底、边坡坡脚处进行有针对性的治理工程,以保障矿山的安全生产。 相似文献
999.
1000.
渤海海域W油田新近系明化镇组河流相砂体结构特征 总被引:1,自引:0,他引:1
利用野外露头、现代沉积和大量岩心以及钻测井资料,以高分辨率层序地层学原理为指导,结合地震和探地雷达,分析了W油田新近系明化镇组明下段河流相层序格架和砂体结构的沉积特征,总结了砂体的发育规模特征,建立了河流相砂体的沉积模式,为海上油田开发及后期调整提供依据和指导。研究表明,渤海海域明化镇组河流相砂体结构划分为堆叠型、侧叠型和孤立型3种类型共7种样式,其中侧叠型又分为紧密型、疏散型和离散型;孤立型又分为下切侵蚀型、孤立河道和决口扇;河道砂体厚度为2.1~15m,平均6.75m;宽度为200~1 225m,平均宽度519m。决口扇砂体厚约2~3m,宽度为150~450m,平均宽度300m。河流相砂体结构受控于湖平面的变化。不同的湖平面变化下发生堆叠型、侧叠型和孤立型规律性的砂体结构变化。 相似文献