基于压缩感知原理的L1范数AVO反演算法     

周红伟  林松 《大地测量与地球动力学》2020,40(4):366-370

基于压缩感知稀疏信号采样与重构理论,利用AVO反演方法将传统的L2范数改变为L1范数,反演地下地层在L1范数下的稀疏脉冲反射系数。反演得到的稀疏尖峰将局部地下结构通过有限数量的层状结构的叠加来表示,能够提高纵向精度,与传统的AVO反演算法相比提高了薄层的反演效果且具有一定的抗噪性。数值模型及实际数据的结果表明,基于压缩感知原理的L1范数AVO反演方法更加准确、分辨率更高。  相似文献   

Carrying Capacity of Marine Region in Liaoning Province   总被引：1，自引：1，他引：1  

DI Qianbin  HAN Zenglin  LIU Guichun  CHANG Hongwei 《中国地理科学(英文版)》2007,17(3):229-235

Carrying capacity is one of important studies on coordinating development of population,resources,and environment.At present,the researches on it mainly concentrate on the carrying capacity for population and economy,such as the water resources carrying capacity,the land resources carrying capacity,the environment carrying capacity,etc.Based on the related theories and methods,this paper creatively proposed the concept and meaning of carrying capacity of marine region,and formed the appraisal system.According to the developing situation of marine economy of Liaoning Province in recent years,and by employing the method of the state space,this paper also measured the carrying capacity and carrying state of marine region and discussed the sustainable problems of marine economy of Liaoning.The research results show that the carrying state of marine region of Liaoning is in the state of overloading at present,but taking a favorable turn.  相似文献   

沁水煤田赵庄矿区地质构造分析与研究     

林宁  韩万围  刘涛 《山东国土资源》2011,27(9)

在野外踏勘和室内资料整理分析的基础上,对赵庄矿区物探工作所查明的断层、井下揭露的断层以及野外观测到的断层进行了断层倾角统计和分断距统计对比分析。对矿区范围内井上下的断层和野外实测节理滑动面的发育规律进行了总结。在此基础上,分析了赵庄矿区地质构造体系及其演化规律。  相似文献   

基于手绘图件的考古遗址三维建模方法     

林冰仙  周良辰  盛业华  闾国年 《地球信息科学学报》2014,(3):349-357

考古遗址是研究古代人类活动的重要场所。重建考古遗址三维模型对于历史回溯、古环境恢复和古迹保护等考古工作均具有重要的意义。传统考古发掘过程中普遍采用的手绘图件难以实现考古现场环境的模拟与再现,也不能准确地反映出遗址中文化层与其所包含地物的空间关系。近年来,考古学家引入各类勘察新技术用于考古文化层与遗迹的三维建模,但这些方法无法应用于已完成发掘工作的遗址三维重建。针对这一问题,本文提出一种以考古发掘过程中普遍采用的手绘图件为数据源的考古遗址三维建模方法。该方法以探方为基本建模单元,将考古文化层与遗迹分开建模,利用探方分布图及探方图建立考古文化层三维模型,利用遗迹图建立考古遗迹三维模型,并以三维实体布尔运算方法,将两者无缝整合,构建完整的田野考古遗址三维模型。最后,以湖南澧县八十垱东区为研究区,验证了本文相关研究成果的有效性与实用性。实践证明,该方法能够充分利用传统考古过程中积累的大量资料,有助于将传统考古学在宏观尺度下的定性描述转化为现代"数字考古"中微观尺度的定量描述。  相似文献   

Axial kinematic response of end‐bearing piles to P waves     

George Anoyatis  Raffaele Di Laora  George Mylonakis 《国际地质力学数值与分析法杂志》2013,37(17):2877-2896

Kinematic pile–soil interaction under vertically impinging seismic P waves is revisited through a novel continuum elastodynamic solution of the Tajimi type. The proposed model simulates the steady‐state kinematic response of a cylindrical end‐bearing pile embedded in a homogeneous viscoelastic soil stratum over a rigid base, subjected to vertically propagating harmonic compressional waves. Closed‐form solutions are obtained for the following: (i) the displacement field in the soil and along the pile; (ii) the kinematic Winkler moduli (i.e., distributed springs and dashpots) along the pile; (iii) equivalent, depth‐independent, Winkler moduli to match the motion at the pile head. The solution for displacements is expressed in terms of dimensionless transfer functions relating the motion of the pile head to the free‐field surface motion and the rock motion. It is shown that (i) a pile foundation may significantly alter (possibly amplify) the vertical seismic excitation transmitted to the base of a structure and (ii) Winkler moduli pertaining to kinematic loading differ from those for inertial loading. Simple approximate expressions for kinematic Winkler moduli are derived for use in applications. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Dike emplacement and flank instability at Mount Etna: Constraints from a poro-elastic-model of flank collapse     

M. Battaglia  M. Di Bari  V. Acocella  M. Neri 《Journal of Volcanology and Geothermal Research》2011,199(1-2):153-164

Many volcanic edifices are subject to flank failure, usually produced by a combination of events, rather than any single process. From a dynamic point of view, the cause of collapse can be divided into factors that contribute to an increase in shear stress, and factors that contribute to the reduction in the friction coefficient μ of a potential basal failure plane. We study the potential for flank failure at Mount Etna considering a schematic section of the eastern flank, approximated by a wedge-like block. For such geometry, we perform a (steady state) limit equilibrium analysis: the resolution of the forces parallel to the possible basal failure plane allows us to determine the total force acting on the potentially unstable wedge. An estimate of the relative strength of these forces suggests that, in first approximation, the stability is controlled primarily by the balance between block weight, lithostatic load and magmatic forces. Any other force (sea load, hydrostatic uplift, and the uplift due to mechanical and thermal pore-fluid pressure) may be considered of second order. To study the model sensitivity, we let the inferred slope α of the basal surface failure vary between ?10° and 10°, and consider three possible scenarios: no magma loading, magmastatic load, and magmastatic load with magma overpressure. We use error propagation to include in our analysis the uncertainties in the estimates of the mechanics and geometrical parameters controlling the block equilibrium. When there is no magma loading, the ratio between destabilizing and stabilizing forces is usually smaller than the coefficient of friction of the basal failure plane. In the absence of an initiating mechanism, and with the nominal values of the coefficient of friction μ = 0.7 ± 0.1 proposed, the representative wedge will remain stable or continue to move at constant speed. In presence of magmastatic forces, the influence of the lateral restraint decreases. If we consider the magmastatic load only, the block will remain stable (or continue to move at constant speed), unless the transient mechanical and thermal pressurization significantly decrease the friction coefficient, increasing the instability of the flank wedge for α > 5° (seaward dipping decollement). When the magma overpressure contribution is included in the equilibrium analysis, the ratio between destabilizing and stabilizing forces is of the same order or larger than the coefficient of friction of the basal failure plane, and the block will become unstable (or accelerate), especially in the case of the reduction in friction coefficient. Finally, our work suggests that the major challenge in studying flank instability at Mount Etna is not the lack of an appropriate physical model, but the limited knowledge of the mechanical and geometrical parameters describing the block equilibrium.  相似文献   

土压力滑楔理论的统一解   总被引：3，自引：0，他引：3  

翟越  林永亮  范文  俞茂宏 《地球科学与环境学报》2004,26(1):25-28

基于滑楔理论计算土压力的基本原理,运用考虑中间主应力效应的统一强度理论,对传统的土压力公式不能反映土体材料强度的中间主应力效应的公式进行了改进,推导了基于滑楔理论的土压力统一解公式,Coulomb和Rankine土压力公式为其特例.通过变换统一强度参数,可获得一系列的解.在工程运用中可根据土质和工程的实际情况,适当选择统一强度参数和应力状态来确定土压力的大小.  相似文献   

世纪圣旅--来自辽西"热河生物群"的报告(下篇)     

侯恩贵  吴镝 《国土资源》2001,(3):18-21

在辽西"热河生物群"的研究过程中,始终伴随一个与科学的本体精神毫不相干,并对科学发现与研究构成整体反叛的非专业挖掘和化石走私狂潮.于是,轰动世界的"辽西革命"也就上演了一个个喜悦与忧伤互见、希望与失望并存、理性与野蛮对峙、科学与无知较力的生动故事.最后,权力与责任联手举起法律的利剑,以全人类的名义为昔日的古生物乐园顶班站岗,从现在起直到永远.  相似文献   

珠江河口经济动物体铜铅锌镉的含量     

王增焕  李纯厚  林钦  周国君  杨美兰 《广东海洋大学学报》2003,23(3):33-38

分别于2000年4月、2001年4月和2002年8月对珠江河口水域海洋经济动物体内Cu、Pb、Zn、Cd四种重金属元素的含量进行了调查分析,结果表明,14种经济动物体肌肉Cd、Cu、Pb、Zn各元素的平均含量分别是0.08、2.67、0.05、5.69mg·kg~(-1),其变化范围为nd～0.46mg·kg~(-1)、0.24～11.85mg·kg~(-1)、nd～0.26mg·kg~(-1)、1.55～18.36mg·kg~(-1)。甲壳类与头足类生物体内铜铅锌镉含量比较接近,远远高于鱼类的含量。所检测的14种经济类海洋动物中,虾姑、乌贼Cu的含量高于其余三种元素的含量,其余12种生物Zn的含量比另三种元素含量高。三次调查该水域经济类海洋动物体铜铅锌镉的含量基本一致。与水产品中有毒有害物质限量标准比较,14种被测样品铜、铅和镉的含量全部符合该标准的要求。  相似文献   

广西高龙金矿床存在热水沉积事件的地球化学证据   总被引：1，自引：0，他引：1  

雷威  林锦富  解庆林 《南方国土资源》2001,14(3):19-22

对高龙金矿石地球化学分析研究表明 ,矿床存在热水沉积事件 ,热水沉积对金的富集成矿有重要意义  相似文献