松辽盆地古龙凹陷白垩系青山口组储集空间与油态研究     

何文渊  崔宝文  王凤兰  王永卓  蒙启安  张金友  邵红梅  王瑞  白云风  林旭东  赵莹  孙宝刚  付秀丽  徐庆霞  崔坤宁  钟建华  高剑波  孙宁亮  毛毳  邵珠福  倪良田  宋全友  薛纯琦  郝兵  圣朋朋  张继震  王宇航  张文鑫 《地质论评》2022,68(2):693-741

松辽盆地古龙凹陷有丰富的页岩油气资源.但是目前对古龙凹陷页岩油储层的岩石学特征和页岩油的状态,尤其是储集空间的类型及其组合关联性认识不清.通过对古龙凹陷白垩系青山口组岩芯的精细描述及其薄片分析和电子显微镜观察及三维CT深入研究,发现古龙青山口组页岩油的储集空间具有多样性和多尺度性.除了纳米孔缝外,还有页理缝.根据页理缝...  相似文献   

基于MATLAB的铁路路基沉降预测优化方法     

刘鹏鹏  李仲勤 《北京测绘》2020,(4):580-583

高速铁路路基的工后沉降严重影响着行车安全。在已有的预测模型中,所采用的初始数据往往不能满足等时间周期采集,而且还会伴随着一系列不可避免的观测误差,模型本身的误差累计,不能进行长期预测。文中利用最小二乘原理对初始值进行拟合改进,采用Lagrange插值方法将非等间隔序列转为等间隔序列,并基于新陈更替GM(1,1)模型利用MATLAB建立沉降预测模型;在此基础上,提出对模型残差进行GM改正以提高模型精度的方法。研究表明,通过对初始值序列改正后的模型具有较好的适应性,优化改进后的模型预测误差小,预测精度优于新陈更替GM(1,1)模型。  相似文献   

Numerical investigation of the uplift performance of prestressed fiber-reinforced polymer floating piles     

Pengpeng Ni  Yanlin Zhao 《Marine Georesources & Geotechnology》2017,35(6):829-839

Finite element analyses of prestressed fiber-reinforced polymer floating piles subjected to uplift force have been conducted in this paper. First, parameters of the modified BPE model (bond–slip model at the fiber-reinforced polymer–concrete interface) were calibrated using existing pullout testing data on fiber-reinforced polymer rebars embedded in concrete. Nonlinear spring elements were used in numerical modeling to characterize the bond–slip behavior at the fiber-reinforced polymer–concrete interface. A parametric study was performed to assess the influence of rebar diameter, fiber-reinforced polymer material, embedment length, and concrete strength on the mobilized bond stress. Upon the successful modeling of the pullout performance of fiber-reinforced polymer rebars in concrete, numerical models were developed to investigate the dependence of the uplift performance of floating piles on the prestress level, uplift force, fiber-reinforced polymer type, and compressive strength of concrete.  相似文献   

基于HMC820的低相噪频率源设计     

刘治君  李蓬蓬  李柏渝  孙广富 《全球定位系统》2013,(4):56-59

接收机中射频前端的本振和采样时钟的相位噪声对测量精度有重要影响,因此,有必要研究低相噪的频率源。介绍了锁相环中相噪传递的基本原理,设计了基于HMC820的锁相环电路,并通过实验验证了鉴相频率和环路滤波器对HMC820电路的影响,得出了一些有用的结论,给出了较优的环路参数。测试结果表明:在合理设置环路参数及鉴相频率的情况下,HMC820在相位噪声方面有一定优势。  相似文献   

山东彭庄早、中二叠世孢粉组合特征     

李守军  赵秀丽  殷天涛  原丽媛  贺淼  徐凤琳  陈茹  黄彭彭 《地质学报》2013,87(12):1819-1825

本文主要对山东彭庄煤矿西补15井太原组上部以及山西组进行采样研究,共分析孢粉样品14块,所有样品中均含有较为丰富的孢粉化石;经分析鉴定,共发现孢粉化石37属107种及部分未定种;根据孢粉化石在地层中的纵向分布规律及其含量变化,自下而上建立两个孢粉组合：Ⅰ.Laevigatosporites Granulatisporites组合（太原组上部）,Ⅱ.Gulisporites cochlearius Leiotriletes adnatus Sinulatisporites sinensis组合（山西组）;并将本区孢粉组合特征与华北其他地区进行了比较;明确了本区孢粉组合的地质时代,组合Ⅰ为早二叠世晚期,组合Ⅱ为中二叠世早期,即本区下、中二叠统界线应置于山西组底部泥岩之底;最后,根据孢粉特征恢复了相应地质时期的古气候,继而进一步佐证了本区下、中二叠统界线。  相似文献   

Measurement of local and volumetric deformation in geotechnical triaxial testing using 3D-digital image correlation and a subpixel edge detection algorithm     

Wang  Pengpeng  Guo  Xiaoxia  Sang  Yong  Shao  Longtan  Yin  Zenan  Wang  Yudi 《Acta Geotechnica》2020,15(10):2891-2904

Based on the three-dimensional digital image correlation (3D-DIC) technique, the stereovision system has been applied to the improved triaxial apparatus to obtain 3D full-field deformation of the specimen during triaxial testing. Through the calibration process, the 3D-DIC technique can obtain the accurate specimen’s spatial displacement deformation. Meanwhile, a subpixel edge detection algorithm has been combined with 3D-DIC technique to calculate the radial strain and the volume strain of the specimen directly. Furthermore, a series of consolidated drained and undrained triaxial tests were carried out on Hainan (China) sand specimens and measured by the conventional and the image measurement methods. Compared to the results measured by the conventional method, the image measurement technique can obtain the more experimental data, such as the 3D displacement field of the whole specimen, the local strain distribution, and so on. The measurement results also show the conventional method would be disturbed by the end constraints in triaxial tests so that the strength of the soil would be overestimated. Meanwhile, the middle of the specimen would be selected to calculate the stress–strain relationship without the influence of the end constraints in the proposed method. Based on the image measurement results, the proposed method has the potential to be used in geotechnical tests for exploring the soil’s progressive failure behaviors, inhomogeneous deformation and mechanical characteristics.

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京津冀平原区地下水水位变化主导因素的定量识别研究   总被引：1，自引：0，他引：1  

李雪  叶思源  宋凡  周鹏鹏 《水文》2018,38(1):21-27

自20世纪60年代以来,京津冀平原区地下水水位持续下降,制约着京津冀一体化的发展。为了识别地下水水位下降的主导因素,定量表征了影响水位动态的气候条件和人类活动的多项指标(包括降水、气温、水面蒸发、工业总产值、粮食产量、人口数量、地表径流量),并采用非参数统计检验方法(M-K法)阐明了近50年来各项指标的演化规律;在掌握研究区自然社会指标及地下水水位的动态规律的基础上,联合运用灰色系统理论和主成分回归分析方法,定量识别了地下水水位变化的主导因素。结果表明,近50年,研究区降水呈现下降趋势,气温呈现显著的上升趋势,水面蒸发呈现增加趋势,工业总产值、粮食产量、人口数量呈现增加趋势,由于山前水库修建引起的地表径流量呈现减小趋势;上述指标变化影响了研究区的地下水水位动态,其中逐渐加剧的人类活动(包括粮食产量、人口数量)构成了研究区地下水水位持续下降的最主要驱动力,对地下水水位下降的贡献度达到60.6%,气候条件对地下水水位下降的影响作用次之,其贡献度为39.4%。  相似文献   

One-dimensional self-weight consolidation with continuous drainage boundary conditions: Solution and application to clay-drain reclamation     

Jianxue Feng  Pengpeng Ni  Guoxiong Mei 《国际地质力学数值与分析法杂志》2019,43(8):1634-1652

Traditional consolidation theories cannot provide good predictions of consolidation settlement in land reclamation because of their assumptions that the influence of soil's self-weight is often neglected, and the drainage boundary is considered as fully pervious/impervious. In view of these limitations, an analytical solution is derived for one-dimensional self-weight consolidation problems with a continuous drainage boundary using the finite Fourier sine transform method. Following the classical Terzaghi's small strain theory, the soil's self-weight is considered to produce consolidation settlement in dredged materials with a constant coefficient of consolidation. The continuous drainage boundary can essentially describe the time-dependent variation of drainage capacity at the interface between two adjacent soil layers. By reducing the interface parameters, the effectiveness of the calculation is demonstrated against the Terzaghi's solution. The influence of interface parameters and soil's self-weight stress coefficient on self-weight consolidation is discussed. As expected, the rate of consolidation considering the self-weight stress is faster, although the dependency of consolidation rate on the material property of void ratio is neglected. Moreover, the plane of maximum excess pore-water pressure is estimated as a function of time factor, based on which a design chart is developed to optimize the layout of horizontal drains in land reclamation.  相似文献   

Consolidation solution of soil around a permeable pipe pile     

Sihai Wang  Pengpeng Ni  Guoxiong Mei 《Marine Georesources & Geotechnology》2020,38(9):1097-1105

Abstract

In practice, how to quickly improve the bearing capacity of piles in a short time is of great significance. In view of this, a technique of setting grooves and installing PVDs (prefabricated vertical drains) at the surface of the pile is proposed in this investigation to accelerate the consolidation of the surrounding soil. A radial and circular consolidation model is established for permeable piles. The finite cosine transform, finite Weber transform, and discretization method are used to obtain a semi-analytical solution for the consolidation model with a mixed drainage boundary condition at the surface of the pile. The sensitivity of the consolidation process to the strip number and the width of PVDs is discussed. The results show that the technique of installing PVDs in piles could potentially improve the bearing capacity. When the area of drainage channels is fixed, the bearing capacity of permeable piles can be more effectively improved by using a higher strip number of PVDs and a smaller PVD width.  相似文献   

Organic-Inorganic Interaction Recorded by Polycyclic Aromatic Steranes in Continental Epithermal Ore Deposits     

XU Huiyuan  LIU Quanyou  JIN Zhijun  ZHU Dongy  MENG Qingqiang  LI Pengpeng  ZHU Biqing 《《地质学报》英文版》2023,97(1):327-336

Continental epithermal ore deposits are commonly associated with sedimentary organic matter, oils or solid bitumen. These organics embedded in mineral deposits can convey valuable information of the ore genesis. However, the extent to which the formation of ore minerals was recorded by organic compounds remains largely unknown, as also is how metal-rich ores interfere with the molecular proxies in the temperature regime envisaged for hydrothermal activity. The molecular compositional changes of ...  相似文献