华南晚三叠世前陆盆地的成因地层格架及演化历史   总被引：4，自引：0，他引：4  

夏文臣  周杰  袁伟  张素新  杨永强 《地球科学》1994,3(1)

在详细研究盆地中各类沉积体系的沉积构成和演化过程的基础上,通过成因地层对比,建立了残留海湾—前陆盆地的成因地层格架。根据沉积体系的时空组合及其与相关等时性地层面的配置关系,划分出了3个构造沉积幕,每个构造沉积幕都是盆地基底荷载挠曲变形至弹性回跳过程的沉积响应。海平面升降变化和盆内软沉积物压实沉降虽然不能触发和主控盆地基底的构造挠曲旋回,但对各构造沉积幕的地层构型和持续时间有重要影响。盆地基底荷载挠曲变形与海平面升降或压实沉降过程以不同方式叠加,产生各种类型的构造沉积幕,与前陆盆地共生的还有后陆盆地和残留的弧后盆地。  相似文献   

北极地区斯匹次卑尔根岛的构造演变     

卢顺容 《地球科学》1985,(2)

斯匹次卑尔根岛是斯瓦尔巴特群岛中最大的岛屿,具有较全的地质时代记录、反映多次构造运动的构造现象。本文从构造组合的观点,对斯匹次卑尔根岛的构造划分为东西向、南北向、北北西向三组方向,它们反映了本区自元古代以来至少经历了三次不同方向的构造应力场作用。  相似文献   

滇黔桂晚海西—中印支伸展裂谷海盆地的演化   总被引：11，自引：0，他引：11       下载免费PDF全文

夏文臣  周杰 《地质学报》1995,69(2):97-112

在详细研究各类喾体积的相序构成和沉积演化过程的基础上，采用动态成因及地层分析的方法，恢复了已曹受严重构造破坏的滇黔桂伸展裂谷海盆地的地层格架，根据各类等时地层界面的性质和地层序列划分出了５个沉积幕，详细解剖了各沉积幕的三维空间构成。同时以沉积体系或为单位，恢复了各沉积幕中相应阶段的构造古地理环境，将伸展裂谷盆地的演化历史划分为陆壳初始裂陷和洋壳化阶段，盆地伸展扩张阶段、洋壳俯冲和盆地分化段以及盆地  相似文献   

Evolution of the Extensional Rifted Yunnan-Guizhou-Guangxi Oceanic Basin During the Late Hercynian to Middle Indosinian Stage     

Xia Wenchen  Zhou Jie  Lei Jianxi  Zhang Nianmao  Peng YangChina U niversity of Geoscience  W uhan  Hubei Wang Yujun 《《地质学报》英文版》1995,69(4):341-357

On the basis of exhaustive researches on the facies sequences and depositlonal evolutionary process of various depositional systems, the genetic stratigraphic framework of the extensional rifted oceanic basin, which has undergone strong structural destruction, has been reconstructed by means of dynamic genetic stratigraphic analysis. Five depositional episodes have been distinguished from various isochronous stratigraphic boundaries and stratigraphic sequences with the three-dimensional structure of each depositional episode analysed in detail. The tectonic paleogeographic environment corresponding to different stages of each depositional episode has been reconstructed for individual depositional system tracts. And the evolution history of this rifted basin has been divided into four stages' initial rifting and oceanization of continental crust, stretching and spreading of the basin, subduction and basin differentiation, and convergence and collision. A NNE-trending intracontinental soft collision sutur  相似文献   

中国大陆原地复发强震的基本特征及其预测   总被引：7，自引：3，他引：7  

罗灼礼  闻学泽 《地震》1995,(1):1-11

在印度板块与欧亚块相碰撞形成的喜马拉雅弧板块边界力作用下，中国大陆有自己独特的现代构造运动和地震活动基本格架。格架是两组近似于对数螺线的现代构造滑移线，即最大剪切应力和剪切应变集中释放的区，带。在这种格架控制下，强震和大震在原地或基本在原地重复发生是中国大陆地震活动的重要特征。本文还提出了ｉ－ｆ－ｊ复发轮回模式和估计当前轮回强震复发时间的概率分布以及计算未来强震复发概率分式。为中，长期预测原地复发  相似文献   

Uniform half-plane elastodynamic problems by an approximate boundary element method     

Dionyssia-Pinelopi N. Kontoni  Dimitri E. Beskos 《Soil Dynamics and Earthquake Engineering》1987,6(4):227-238

In this paper the applicability of an approximate Boundary Element Method to uniform half-plane elastodynamic problems is investigated. This method employs the concept of images to construct approximate fundamental solutions for the half-plane and does not require any half-plane surface discretization. The method is formulated in the frequency domain for the case of harmonic disturbances or the Laplace transform domain for the case of transient disturbances. In the latter case a numerical inversion of the transformed solution is necessary to obtain the time domain response. The proposed method can be used as an alternative to boundary element methods that either utilize the infinite plane fundamental solution and thus require a half-plane surface discretization, or employ the exact half-plane fundamental solution, which even though leads to no surface discretization, is of a very lengthy and complicated form. Two characteristics numerical examples are used to illustrate the proposed method and study its advantages and disadvantages.  相似文献   

Metabasites with eclogite facies relics from Variscides in Sardinia,Italy: a review     

M. Franceschelli  M. Puxeddu  G. Cruciani  D. Utzeri 《International Journal of Earth Sciences》2007,96(5):795-815

Metabasites with eclogite facies relics occur in northern Sardinia as massive to strongly foliated lenses or boudins embedded within low- to medium-grade rocks (Anglona) and migmatites (NE Sardinia). U–Pb zircon dating yielded 453 ± 14, 457 ± 2 and 460 ± 5 Ma as the protolith ages; 400 ± 10 and 403 ± 4 Ma have been interpreted as the ages of the HP event and 352 ± 3 and 327 ± 7 Ma as the ages of the main Variscan retrograde events. A pre-eclogite stage is documented by the occurrence of tschermakite, zoisite relics within garnet porphyroblasts (Punta de li Tulchi) and an edenite–andesine inclusion within a relict kyanite porphyroblast (Golfo Aranci). Four main metamorphic stages have been distinguished in the eclogite evolution: (1) eclogite stage, revealed by the occurrence of armoured omphacite relics within garnet porphyroblasts. The Golfo Aranci eclogites also include kyanite, Mg-rich garnet and pargasite; (2) granulite stage, producing orthopyroxene and clinopyroxene–plagioclase symplectites replacing omphacite. At Golfo Aranci, the symplectitic rims around relict kyanite consist of sapphirine, anorthite, corundum and spinel; (3) amphibolite stage, leading to the formation of amphibole–plagioclase kelyphites between garnet porphyroblasts and pyroxene–plagioclase symplectites and to the growth of cummingtonite on orthopyroxene. Tschermakite to Mg-hornblende, plagioclase, cummingtonite, ilmenite, titanite and biotite are coexisting phases; (4) greenschist to sub-greenschist stage, defined by the appearance of actinolite, chlorite, epidote ss, titanite, sericite and prehnite. The following P–T ranges have been estimated for the different stages. Eclogite stage 550–700°C; 1.3–1.7 GPa; granulite stage 650–900°C; 0.8–1.2 GPa, clustering in the range 1.0–1.2 GPa; amphibolite stage 550–740°C; 0.3–0.7 GPa; greenschist stage 300–400°C; 0.2–0.3 GPa. Comparable ranges characterise the other Variscan massifs in Europe; eclogite stage: T = 530–800°C; P from 0.7–1.1 to 1.7 ± 0.3 GPa; granulite stage T = 760–870°C and P from 1.1–1.4 to 7.2–9.9 GPa, clustering around 1.0–1.2 GPa. Whole-rock chemistry: Sardinian eclogites are N- to T-MORB; European ones N- to E-MORB or calc-alkaline.  相似文献   

Influence of the soil–structure interaction on the fundamental period of buildings     

Louay Khalil  Marwan Sadek  Isam Shahrour 《地震工程与结构动力学》2007,36(15):2445-2453

This paper includes an investigation of the influence of the soil–structure interaction (SSI) on the fundamental period of buildings. The behaviour of both the soil and the structure is assumed to be elastic. The soil‐foundation system is modelled using translational and rotational discrete springs. Analysis is first conducted for one‐storey buildings. It shows that the influence of the SSI on the fundamental frequency of building depends on the soil–structure relative rigidity K_ss. Analysis is then extended for multi‐storey buildings. It allows the generalization of the soil–structure relative rigidity K_s to such complex structures. Charts are proposed for taking into account the influence of the SSI in the calculation of the fundamental frequency of a wide range of buildings. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

土地房产基础地理信息系统建库中的质量控制探讨     

童小华  彭明华  刘大杰  黄灵平 《测绘工程》2002,11(1):14-17

在土地房产地理信息系统工程实践基础上，从空间数据的质量控制，属性数据的质量控制。空间数据之间的关系的质量控制以及空间数据与属性数据之间关联的质量控制等方面，探讨了土地房产基础地理信息系统数据采集和建库中有关质量控制问题，并提出了一些质量控制的方法和措施。  相似文献   

“数字哈尔滨”与空间基础地理信息系统建设     

魏少珊  魏志寰 《测绘与空间地理信息》2002,25(2):14-15

简要介绍“数字哈尔滨”与空间基础地理信息系统的关系。阐述空间基础信息系统在“数字哈尔滨”中的建设内容、原则及获取方法  相似文献