Movement and strain conditions of active blocks in the Chinese mainland   总被引：2，自引：0，他引：2  

李延兴  杨国华  李智  郭良迁  黄珹  朱文耀  符养  王琪  江在森  王敏 《中国科学D辑(英文版)》2003,46(Z2)

The definition of active block is given from the angles of crustal deformation and strain. The movement and strain parameters of active blocks are estimated according to the unified velocity field composed of the velocities at 1598 GPS stations obtained from GPS measurements carried out in the past years in the Chinese mainland and the surrounding areas. The movement and strain conditions of the blocks are analyzed. The active blocks in the Chinese mainland have a consistent E-trending movement component, but its N and S components are not consistent. The blocks in the western part have a consistent N-trending movement and the blocks in the eastern part have a consistent S-trending movement. In the area to the east of 90°E, that is the area from Himalayas block towards NE, the movement direction of the blocks rotates clockwisely and the movement rates of the blocks are different. Generally, the movement rate is large in the west and south and small in the east and north with a difference of 3 to 4 times between the rates in the west and east. The distributions of principal compressive strain directions of the blocks are also different. The principal strain of the blocks located to the west of 90oE is basically in the SN direction, the principal compressive strain of the blocks in the northeastern part of Qingzang plateau is roughly in the NE direction and the direction of principal compressive strain of the blocks in the southeastern part of Qingzang plateau rounds clockwisely the east end of Himalayas structure. In addition, the principal strain and shear strain rates of the blocks are also different. The Himalayas and Tianshan blocks have the largest principal compressive strain and the maximum shear strain rate. Then, Lhasa, Qiangtang, Southwest Yunnan (SW Yunnan), Qilian and Sichuan-Yunan (Chuan-Dian) blocks followed. The strain rate of the blocks in the eastern part is smaller. The estimation based on the stain condition indicates that Himalayas block is still the area with the most intensive tectonic activity and it shortens in the NS direction at the rate of 15.2±1.5 mm/a. Tianshan block ranks the second and it shortens in the NS direction at the rate of 10.1±0.9 mm/a. At present, the two blocks are still uprising. It can be seen from superficial strain that the Chinese mainland is predominated by superficial expansion. Almost the total area in the eastern part of the Chinese mainland is expanded, while in the western part, the superficial compression and expansion are alternatively distributed from the south to the north. In the Chinese mainland, most EW-trending or proximate EW-trending faults have the left-lateral or left-lateral strike-slip relative movements along both sides, and most NS-trending faults have the right-lateral or right-lateral strike-slip relative movements along both sides. According to the data from GPS measurements the left-lateral strike-slip rate is 4.8±1.3 mm/a in the central part of Altun fault and 9.8±2.2 mm/a on Xianshuihe fault. The movement of the fault along the block boundary has provided the condition for block movement, so the movements of the block and its boundary are consistent, but the movement levels of the blocks are different. The statistic results indicate that the relative movement between most blocks is quite significant, which proves that active blocks exist. Himalayas, Tianshan, Qiangtang and SW Yunnan blocks have the most intensive movement; China-Mongolia, China-Korea (China-Korea), Alxa and South China blocks are rather stable. The mutual action of India, Pacific and Philippine Sea plates versus Eurasia plate is the principal driving force to the block movement in the Chinese mainland. Under the NNE-trending intensive press from India plate, the crustal matter of Qingzang plateau moves to the NNE and NE directions, then is hindered by the blocks located in the northern, northeastern and eastern parts. The crustal matter moves towards the Indian Ocean by the southeastern part of the plateau.  相似文献   

诸广—贵东大型铀矿聚集区富铀矿成矿地质条件   总被引：22，自引：2，他引：22  

邓平舒良树  谭正中 《地质论评》2003,49(5):486-494

位于南岭中部的诸广—贵东地区是中国花岗岩型铀矿最为重要的大型矿聚集区，已发现数个花岗岩型铀矿田，发育有数十个铀矿床，它们主要集中分布在诸广岩体南部和贵东岩体东部。区内富铀矿的形成与富铀古陆块、深部构造环境、幔涌区强烈深源岩浆活动、挤压向拉伸转变的构造环境、富铀沉积建造及富铀岩体、多期次热液蚀变叠加、高低差异的放射性元素迁移、良好的还原条件和封闭环境等区域地质背景和条件有着十分密切的关系。富铀矿在诸广、贵东两岩体内的集中分布和一系列有利于铀成矿的良好地质背景表明，该区乃至整个南岭范围地质背景相似的地区是铀成矿的有利地区，仍存在着寻找隐伏富大铀矿的巨大潜力。  相似文献   

Simplified vibratory characterization of alluvial basins     

Jean-François Semblat  Roberto Paolucci  Anne-Marie Duval 《Comptes Rendus Geoscience》2003,335(4):365-370

For the analysis of seismic wave amplification, modal methods are interesting tools to study the modal properties of geological structures. Modal approaches mainly lead to information on such parameters as fundamental frequencies and eigenmodes of alluvial basins. For a specific alluvial deposit in Nice (France), a simplified modal approach involving the Rayleigh method is considered. This approach assumes a set of admissible shape functions for the eigenmodes and allows a fast estimation of the fundamental frequency of the basin. The agreement with other numerical results (Boundary Element Method) and experimental ones is fully satisfactory. The simplified modal method then appears as an efficient mean for the global vibratory characterization of geological structures towards resonance. To cite this article: J.-F. Semblat et al., C. R. Geoscience 335 (2003).  相似文献   

饱水黄土隧道变形规律研究   总被引：7，自引：0，他引：7  

乔春生  管振祥  滕文彦 《岩土力学》2003,(Z2)

新松树湾隧道位于饱和的砂粘土中,土体的稳定性极差,施工难度较大。为此,在隧道施工期间,通过土工试验、隧道收敛和围岩内部位移的现场监测、隧道变形的三维有限元仿真计算等手段,对该隧道的变形规律进行了系统研究,获得了大量试验数据。研究成果对隧道的施工组织和支护参数的确定起到了重要作用,为此类隧道的施工积累了经验。  相似文献   

Empirical correlations of soil parameters based on Cone Penetration Tests (CPT) for Greek soils     

A. Anagnostopoulos  G. Koukis  N. Sabatakakis  G. Tsiambaos 《Geotechnical and Geological Engineering》2003,21(4):377-387

This study presents the results of Cone Penetration Tests (CPT) and estimated correlations with the results of other in-situ tests (standard penetration test, cross-hole, seismocone) and laboratory tests (classification and undrained shear strength tests). These tests cover nearly all types of penetrable soils in Greece and, together with the formulation of empirical correlations, complement and improve on previous studies due to the significant number of CPT measurements.  相似文献   

北京地区大气能见度变化规律及影响因子统计分析   总被引：60，自引：10，他引：60       下载免费PDF全文

王淑英  张小玲  徐晓峰 《气象科技》2003,31(2):109-114

1990～ 2 0 0 0年北京地区大气能见度的统计分析表明 ,大气能见度有明显的年际变化、季节变化和日变化特征。冬、春、秋三季及全年日平均年际变化表现为 2 0世纪 90年代中期能见度较好 ,前期和末期能见度较差 ,2 0 0 0年能见度迅速好转 ;夏季能见度年际变化在 1997年以前与其他季节相反 ,1995年能见度最差。大气能见度与同期地面气象条件和主要污染物浓度的相关性比较表明 ,春、夏、秋三季以空气湿度、PM10 和风速为主要影响因子 ,冬季以PM10 、SO2 、空气湿度和风速为主要影响因子。能见度与相对湿度和空气污染物浓度呈反相关 ,与风速的相关性较为复杂 (有时呈正相关 ,有时呈反相关 ) ;高湿度 (相对湿度 f≥ 80 % )、小风速 (地面风速u≤ 2m·s-1)和雾是造成低能见度的主要气象条件 ;污染物浓度对能见度的影响以冬季最为明显 ,秋季次之 ,夏季最差  相似文献   

场地条件对地震动相干函数的影响   总被引：3，自引：1，他引：3  

丁海平  金星  刘启方  袁一凡 《地震工程与工程振动》2003,23(1):1-5

本通过弹性半空间内位错源的数值解法研究了曲岩地震动相干函数，采用有限元方法分析了一些典型场地的地表地震动相干函数，两的对比结果表明：复杂场地对地震动相干函数的影响强烈。  相似文献   

团树断层场地地震反应的数值模拟     

李山有  王学良  金星  杨柏坡  孙平善 《地震工程与工程振动》2003,23(4):17-21

团树断层场地在多次地震中出现了烈度异常。为了弄清烈度异常的原因，应用显式有限元方法，数值模拟了在脉冲地震波斜入射情形下断层场地的地震反应。结果表明：在基岩山脚附近土层场地地震动放大比基岩山区平均高4倍、比远离基岩山脚土层场地平均高2倍，与历史震害分布有较好的对应。  相似文献   

北京正负电子对撞机注入器复测分析     

花向红  潘正风 《测绘工程》1997,6(3):50-55

介绍北京正负电子对撞机注和器复测的精度要求，阐述采用波带板激光准直系统与精密水准测量相结合的方法，进行注入器复测的观测、数据处理与调整。根据复测数据分析了隧道地基变形与加速管位置变形及其规律，提出了一些有益的结论与建议。  相似文献   

顾及地块时空特点的地籍数据组织及查询   总被引：2，自引：0，他引：2  

常征  陈军  杜道生 《武汉大学学报(信息科学版)》1997,(3)

通过分析地块变更的时空变化过程，总结出具有父子关系的时态地块的空间相交性和时间相接性特点，归纳出查询这种关系的约束条件。利用扩展时空复合模型和元组时区标记，借助于变更地块的约束条件，设计出查询变更地块的时态链算法。  相似文献