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31.
The earthquake hazard has been evaluated for 10 km×10 km area around Kyeongju. The ground motion potentials were determined based on equivalent linear analysis by using the data obtained from in situ and laboratory tests. In situ tests include 16 boring investigations, 4 crosshole, 12 downhole, 26 spectral analysis of surface waves tests, and in the laboratory, resonant column tests were performed. The peak ground accelerations range between 0.141g and 0.299g on collapse level earthquake and between 0.050g and 0.120g on operation level earthquake, respectively, showing the high potential of amplification in the deep alluvial layer in Kyeongju area. Distribution maps of site amplification for the peak acceleration, amplification factors (Fa and Fv) and dominant site period of Kyeongju are constructed using geographic information system tools. The amplification factor based on the Korean seismic design guide underestimated the motion in short range and overestimated the motion in mid-period range in Kyeongju. The importance of site-specific analysis and the need for the improved site characterization method are introduced.  相似文献   
32.
日本的海水化学资源提取技术研究   总被引:3,自引:0,他引:3  
海水化学资源例如铀、锂提取技术已进入海水现场小规模试验。以纤维状偕胺肟类化合物为吸附材料 ,每公斤吸附剂的提铀量为 1 g。添加质量分数为 2 0 %聚氯乙烯的尖晶石型锰氧化物粒状海水提锂吸附剂 ,每克吸附剂的提铀量为 1 8mg。浮体式吸铀装置可用于深海作业。流动床或船舶提锂系统 ,可规模化海水提锂。吸锂剂的脱附以及脱锂液的浓缩分离已初步达到小型生产的程度。用吸附法从海水中提取的碳酸锂纯度达 99%以上 ,海水锂回收率为 2 7%。  相似文献   
33.
The vertical distribution of trace metals in sediment cores was investigated to evaluate the extent and the historical record of metal pollution over 30 years in the artificial Lake Shihwa in Korea. A marked increase of trace metals after 1980 was observed due to the operation of two large industrial complexes and dike construction for a reclamation project. There was a decreasing trend of metal concentrations with the distance from the pollution source. The enrichment factor and pollution load index of the metals indicated that the metal pollution was mainly derived from Cu, Zn and Cd loads due to anthropogenic activities. The concentrations of Cr, Ni, Cu, Zn, As and Pb in the upper part of all core sediments exceeded the ERL criteria of NOAA. Our results indicate that inadequate planning and management of industrialization and a large reclamation project accomplished by dike construction have continued to strongly accelerate metal pollution in Lake Shihwa.  相似文献   
34.
A series of centrifuge model tests have been conducted on a model suction pile embedded in sand to evaluate its inclined pull-out loading capacity. This paper describes the centrifuge model tests, the analytical solution, and comparisons between the centrifuge model test results and the analytical predictions of the pull-out capacities of the suction pile under inclined loads. The main variables of the study are the load inclination angle and the point of mooring line attachment which varies from the top to the bottom of the suction pile’s side surface. Effects of these two parameters on the suction pile inclined pull-out loading capacity are described.  相似文献   
35.
提出了一种针对高校的新型测量实验场地建立方法,该新型测量实验场地可以有效地进行高速铁路CPⅢ控制网和建筑变形监测网的仿真实验,克服了传统测量实验场地不能进行此类实验的局限。实践证明,学生或科研团队在该实验场地通过仿真实验能够熟悉并掌握相应实际工程的作业流程并获得可靠的基础实验数据。  相似文献   
36.
We examine the effects of natural disasters on income and investment in China. Using macroeconomic province-level data and the provincial history of disaster exposure over the past two decades, we describe the relationship between disaster mortality and morbidity, disasters’ economic damages, government investment and regional economic activity, and infrastructure development. The Chinese government’s aggressive investment in post-disaster reconstruction is discussed, and the implications of this investment for post-disaster private sector economic activity are analyzed empirically. We further investigate the differential effects of natural disasters on economic activity in China’s diverse geographical regions.  相似文献   
37.
渤海湾盆地隐性断裂带识别及其地质意义   总被引:1,自引:0,他引:1       下载免费PDF全文
周维维  王伟锋  安邦  胡瑜 《地球科学》2014,39(11):1527-1538
隐性断裂带是区域或局部应力场、基底断裂体系活动、潜山块体扭动影响下在沉积盆地盖层中产生的断裂趋势带, 它是断裂带的一种类型, 与显性断裂伴生于沉积盆地, 但由于其不具有显性断裂的固有特征, 隐蔽性强而常常被忽略.可以通过以下7个方面有效识别隐性断裂带: ①小型显性构造(小断层、小褶皱、断块)呈雁列式、断续状、错位对称式反映的大型隐性断裂带; ②基底断裂体系活动在沉积盆地盖层中产生的隐性断裂带; ③潜山、凹陷分布形成的线状、调节型或者侧列式隐性断裂带; ④砂体分布反映的隐性断裂带; ⑤油藏排列、分布、走向反映的隐性断裂带; ⑥相干体切片显示的隐性断裂带; ⑦断层叠覆端、末端、深大断裂分段活动等局部应力场变化形成的隐性断裂带.应用上述方法开展渤海湾盆地隐性断裂带识别研究, 综合国内外的调研结果, 建立了隐性断裂带的类型划分方案体系并阐述了不同级别构造单元中隐性断裂带的类型特征.研究表明, 隐性断裂带具有多方面的地质意义, 可以作为调节构造带调节盆地不均匀伸展活动, 分隔凹陷、隆起等构造单元; 控制盆地沉积相带发育分布, 影响断陷湖盆砂体的展布范围; 控制圈闭组合排列、改造输导体系, 形成串珠状、带状油气富集区; 深断裂活动触发地震的过程中会在地表形成隐性断裂带, 因此, 隐性断裂带的识别和分析具有现实意义.   相似文献   
38.
东尼日尔盆地是中西非裂谷系中典型的中—新生代裂谷盆地。Tenere坳陷位于盆地西北部,包括西部凹陷、东Ⅰ凹陷和东Ⅱ凹陷。对Saha-1井上白垩统岩屑样品的分析揭示,干酪根显微组分以不发荧光或弱荧光的无定形体为主,岩石抽提物中C29甾烷优势明显,说明该井上白垩统泥岩有机质输入以陆源植物为主。岩石热解分析表明上白垩统Yogou组泥岩大多数为中等—好烃源岩,有机质以Ⅱ2-Ⅲ型为主,Donga组泥岩大部分为差—中等烃源岩,以Ⅲ型为主;岩石热解峰温指示烃源岩成熟门限深度为2300 m左右。生烃史模拟显示,Saha-1井Yogou组泥岩尚未开始生烃,Donga组在白垩纪末期开始生烃,下部已进入生气阶段。综合研究认为Tenere坳陷的西部凹陷勘探潜力较大,而东Ⅰ凹陷和东Ⅱ凹陷潜力有限。  相似文献   
39.
毛凤军  刘若涵  刘邦 《地学前缘》2016,23(3):186-197
Termit盆地及其周缘是中西非裂谷中典型的中、新生代裂谷盆地,也是中石油海外最具潜力的风险勘探区,但由于多期构造运动的复杂性,研究区晚白垩世的古地理演化缺乏系统的分析研究。本文将Termit盆地及其周缘作为研究区域,在构造演化的基础上利用地球化学、地层学及地球物理等手段进一步分析了研究区的古沉积环境、古气候及古物源,最终明确了晚白垩世的古沉积演化。研究认为,晚白垩世早期的森诺曼阶(Cenomanian)研究区开始发生海侵,三冬阶(Santonian)时期达到最大海侵范围,之后开始逐渐海退的过程。马斯特里赫特阶(Maastrichtian)时期的区域构造挤压事件使盆地形态发生改变,该构造事件最终以区域不整合结束。地球化学资料、岩性资料以及地震资料综合表明,森诺曼阶(Cenomanian)-三冬阶(Santonian)时期研究区处于偏还原的浅海陆架沉积,属典型的热带气候,接受来自北东向的物源供给;至坎潘阶(Campanian)-马斯特里赫特阶(Maastrichtian)时期,伴随着海平面的下降,研究区由海相沉积逐渐转变为海陆过渡相沉积,且物源主要来自于北东及南西两个方向。本次研究明确了Termit盆地及其周缘在晚白垩世的古沉积演化过程,这为进一步明确研究区的沉积体系及砂体的预测提供了理论依据。  相似文献   
40.
Undrained shear strength is a fundamental parameter for estimating the stability of soft soils. This study explores the relationship between undrained shear strength, void ratio, and shear wave velocity for saturated and normally consolidated clay specimens. The undrained shear strength void ratio-shear wave velocity relationship was correlated to empirically determined parameters of selected marine clay specimens. To verify the proposed relationship between undrained shear strength and shear wave velocity, in situ flat dilatometer tests were used for determining the undrained shear strength, and downhole tests were used to assess the shear wave velocity on a natural soil deposit at various depths. The undrained shear strength estimated from the in situ shear wave velocities was compared to the undrained shear strength obtained in the field. The results show that the inferred undrained shear strength yield similar values and follow the same trends as the in situ undrained shear strength data. This method using shear wave velocity can help to nondestructively estimate the undrained shear strength of soft soils in the field and be used in both on-shore and off-shore geotechnical engineering projects.  相似文献   
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