Seismic inversion modeling method for faulted basins:a case study of Liaohe Beach in Bijialing region     

JING Siliang  LU Qi  WANG Dian 《世界地质(英文版)》2017,20(4)

There is not much correlation between sand content and P-wave impedance in faulted basins , and the prediction results cannot be guaranteed .Due to sedimentary facies control , there is inconsistency between sand content and low frequency trend of P-wave impedance , causing problems for seismic inversion modeling , which directly affects final seismic inversion results .The acoustic impedance increases with burial depth .When the same layers of sand and shale formation endure different compaction , the acoustic impedance values will be dif-ferent .Therefore , The seismic inversion modeling of faulted basin is different from that of conventional basins . The authors built an inversion model using uncompact sandstone percentage , directly compensating for the low frequency trend of the inversion model .In addition, the model's intermediate frequency is similar to P-wave im-pedance , ensuring that the inversion results are converged correctly .The final results of the inversion can be used directly as sandstone percentage .The aforementioned method was applied to Liaohe Beach in the Bijialing region and obtained optimistic lithology inversion effects:the results were correlated well with the depositional facies map and with lithology in the well borehole .The inversion results can be used to define the sand body horizontally and can separate sand bodies vertically , which is very difficult on conventional seismic section . Therefore the inversion results played an important role in reservoir prediction .  相似文献   

黏土中自升式钻井船插桩对邻近桩基影响的分析方法     

李亚  李书兆  张超 《岩土力学》2018,39(5):1891-1900

自升式钻井船是广泛用于浅、中水域油气资源开发的重要设施,经常紧邻固定式导管架平台进行作业。钻井船插桩就位过程中大量土体被排开,挤土效应会导致邻近导管架平台桩基承受很大的附加荷载,影响平台的正常设计性能,该效应在黏土中尤为显著。针对黏土中钻井船插桩对邻近桩基的影响这一实际问题,现有规范和分析方法存在明显不足。为此,建立了一套数值分析方法,把这一复杂问题分解成相对独立、简单的两个方面进行分析：一是采用任意拉格朗日-欧拉（ALE）数值方法,计算自由场地插桩周围土体产生的位移场;二是利用桩基水平力与位移关系曲线,即P-Y曲线,采用杆系-土弹簧的传统方法计算土体位移产生的桩体加载。通过与已有离心试验数据的比较,验证了该方法的可靠性和适用性。研究揭示了自由场地土体的变形模式和流动机制,阐明了由于插桩邻近桩基产生的附加荷载变化规律,特别是发现了黏土变形参数 对插桩引起的自由场地土体位移场有显著影响,但对插桩引起的桩基加载影响较小。最后,针对导管架对桩基的桩头约束条件和插桩及导管架自身对桩基的线性叠加加载适用性问题给出了详细说明。  相似文献   

‘Universal’ recession curves and their geomorphological interpretation     

《Advances in water resources》2014

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中巴喀喇昆仑公路(巴基斯坦境内)河床沉积物与泥石流堆积物的关系     

胡进  ;朱颖彦  ;杨志全  ;廖丽萍 《中国地质灾害与防治学报》2014,25(3):1-8

统计分析中巴公路沿线红其拉甫河(Khunjerab River)、洪扎河(Huza River)、吉尔吉特河(Gilgit River)、印度河(India River)共计45个河床沉积物样本,对比分析了样本的平均值、中值、分选系数、偏态和峰度等粒度参数,初步探讨了公路沿线河床沉积物粒度分布与区域内泥石流沉积物的关系,结果表明河流沉积物主要来源于泥石流补给,因而具有了类似于泥石流沉积物的分布特征。  相似文献   

三种红层岩石常规三轴压缩下的强度与变形特性研究   总被引：7，自引：2，他引：5  

周应华  周德培  封志军 《工程地质学报》2005,13(4):477-480

利用MTS815Teststar程控伺服岩石力学试验系统研究了川东地区一红层边坡中的砂岩、粉砂岩和泥岩围压为03MPa的应力-应变全过程曲线,建立了峰值强度、峰值强度前弹性模量以及峰值强度后的弹性模量和围压的关系。将低围压下红层的全应力-应变曲线概化成5个阶段,分别为压密段、弹性段、屈服段、应变软化段和塑性流动阶段。试验结果得出,红层弹性模量随围压的增加而提高且变化明显,砂岩和粉砂岩在此围压内为脆性破坏,泥岩为塑性破坏的规律。  相似文献   

Logistic regression versus artificial neural networks: landslide susceptibility evaluation in a sample area of the Serchio River valley,Italy   总被引：6，自引：3，他引：3  

F. Falaschi  F. Giacomelli  P. R. Federici  A. Puccinelli  G. D’Amato Avanzi  A. Pochini  A. Ribolini 《Natural Hazards》2009,50(3):551-569

This article presents a multidisciplinary approach to landslide susceptibility mapping by means of logistic regression, artificial neural network, and geographic information system (GIS) techniques. The methodology applied in ranking slope instability developed through statistical models (conditional analysis and logistic regression), and neural network application, in order to better understand the relationship between the geological/geomorphological landforms and processes and landslide occurrence, and to increase the performance of landslide susceptibility models. The proposed experimental study concerns with a wide research project, promoted by the Tuscany Region Administration and APAT-Italian Geological Survey, aimed at defining the landslide hazard in the area of the Sheet 250 “Castelnuovo di Garfagnana” (1:50,000 scale). The study area is located in the middle part of the Serchio River basin and is characterized by high landslide susceptibility due to its geological, geomorphological, and climatic features, among the most severe in Italy. Terrain susceptibility to slope failure has been approached by means of indirect-quantitative statistical methods and neural network software application. Experimental results from different methods and the potentials and pitfalls of this methodological approach have been presented and discussed. Applying multivariate statistical analyses made it possible a better understanding of the phenomena and quantification of the relationship between the instability factors and landslide occurrence. In particular, the application of a multilayer neural network, equipped for supervised learning and error control, has improved the performance of the model. Finally, a first attempt to evaluate the classification efficiency of the multivariate models has been performed by means of the receiver operating characteristic (ROC) curves analysis approach.  相似文献   

The seasonal range of sea temperature on the New Zealand shelf   总被引：1，自引：1，他引：0  

D. M. Garner 《新西兰海洋与淡水研究杂志》2013,47(2):201-208

Sea water temperatures measured over the New Zealand continental shelf in summer and winter 1967 are compared and discussed.  相似文献   

A System for Fast Cartographic Sounding Selection     

Haigang Sui  Xinyan Zhu  Anming Zhang 《Marine Geodesy》2013,36(2):159-165

Soundings on nautical charts provide information about the shape of the ocean bottom between chart depth curves. A single chart may have thousands of soundings posted on it. This article describes a system for automatic cartographic sounding selection. In this system, a new algorithm for automated selecting soundings is developed. The algorithm is employed in such a way that it can guarantee (a) fast and accurate selecting sounding, (b) processing the circular depth curves, (c) solving the overplotting problems between depth curves and soundings, and (d) keeping selected soundings “prettier.” The system was intensively tested using real data sets, and its superiority has been revealed by the testing results.  相似文献   

考虑双轴水平力耦合效应的RPC箱型桥墩恢复力模型试验研究     

任亮  方志  王诚 《地震工程与工程振动》2012,32(2):152-159

通过3个施加常轴力的RPC箱型桥墩试件的水平反复荷载试验,考虑水平荷载作用方向对RPC箱型墩抗震性能的影响,分析各试件滞回特性和骨架曲线的特点,对影响RPC箱型桥墩恢复力模型的主要因素进行数值回归分析,建立了计入双轴水平力耦合效应的RPC箱型桥墩恢复力模型。利用基于平截面假定的纤维模型法编制考虑轴力二阶效应的双轴压弯构件非线性分析程序,并对RPC箱型桥墩试件的骨架曲线和滞回曲线进行数值模拟。通过与试验结果进行分析对比表明:所提出的恢复力模型具有较好的精确性,能够较好地模拟和反映RPC箱型桥墩的抗震性能。  相似文献   

大亚湾浮游植物光合作用特征   总被引：1，自引：1，他引：0  

王小冬  江涛  岑竞仪  欧林坚  王晓  黄邦钦  吕颂辉 《海洋与湖沼》2012,43(3):589-594

利用Phyto-PAM测量大亚湾浮游植物的光合作用能力、非化学淬灭并建立快速光曲线,同时研究浮游植物群落结构、组成、丰度和相应的环境因素,分析光合作用特征与浮游植物生长和分布的耦合关系。本次调查期间大亚湾浮游植物以集群化硅藻为优势物种,各站位最大光量子收益达到0.72。大亚湾浮游植物适应高光强,当光照达到1000μE/(m2.s)时电子传递速率逐渐达到饱和;光照达到1500μE/(m2.s)浮游植物依然可进行光合作用,叶黄素循环保护光合器官使其免受高光强损伤;当光照达到1700μE/(m2.s)时,光合器官可能受到损伤,此时电子传递速率下降,实际光量子收益接近于0。集群化硅藻能够耐受较广的光照范围及其活跃的光合特征有利于它们在全球海区的广泛分布。  相似文献