A Floating Astronomical Time Scale for the Early Late Cretaceous Continental Strata in the Songliao Basin,Northeastern China     

MA Xiaojuan  WU Huaichun  FANG Qiang  SHI Meinan  ZHANG Shihong  YANG Tianshui  LI Haiyan  WANG Chengshan 《《地质学报》英文版》2020,94(1):27-37

A continuous terrestrial succession was recovered from the Songke-2(SK-2) borehole in the Songliao Basin, Northeastern China. This borehole provides a unique material for further research on the continental paleoclimate during Cretaceous greenhouse period, following a series of achievements of the Songke-1(SK-1) core. In this study, thorium(Th) logging data were chosen as a paleoclimate proxy to conduct a detailed cyclostratigraphic analysis. The Th series varies quasi-periodically; power spectra and evolutionary fast Fourier transformation(FFT) analysis reveal significant cycles in the Quantou(K2 q), Qingshankou(K2 qn), Yaojia(K2 y) and Nenjiang(K2 n) formations. The ratio of cycle wavelengths in these stratigraphic units is approximately 20:5:2:1, corresponding to long orbital eccentricity(405 kyr), short orbital eccentricity(100 kyr), obliquity(37 kyr), and precession cycles(22.5 kyr and 18.4 kyr). The durations of the K2 n, K2 y, K2 qn and K2 q are estimated as 6.97, 1.83, 5.30 and 4.52 Myr, respectively, based on the constructed ～18.62 Myr "floating" astronomical time scale(ATS). Comparison of the durations between the SK-1 s and SK-2 boreholes exhibits a slight difference of 0.06 Myr and 0.459 Myr for K2 qn and K2 y. Nevertheless, our ATS of K2 n supports the chronostratigraphic frame constructed by the CA-ID-TIMS data of the SK-1 s borehole. This new "floating" ATS provides precise numerical ages for stratigraphic boundaries, biozones and geological events in the Songliao Basin, and can serve as a basis for correlation of strata and events between marine and terrestrial systems.  相似文献   

A Review of the Calculation Formula for the Four-component Borehole Strainmeter and Application to Earthquake Cases   总被引：1，自引：0，他引：1  

SU Kaizhi 《中国地震研究》2019,33(1):132-146

Based on the principle formula for the four-component strainmeters, we can directly obtain the specific plane strain, shear strain and azimuthal angle of the principal strain, and the maximum and minimum principal strains calculated afterwards are the indirect result. The problems of practicality of the sensitivity coefficients A and B of plane strain and shear strain are then discussed. Based on this idea, we analyzed the observation data of several four-component borehole strainmeters near the epicenter of the Yiliang M_S5.7 earthquake in 2012 and the Ludian M_S6.5 earthquake in 2014 in the Zhaotong area, Yunnan Province. The results show that the analysis based on the perspective of plane strain and shear strain has an obviously better effect than that based on the component readings, and can directly peel off the respective abnormality of the plane strain and shear strain. In addition, the correlation coefficient curves between measured data of two plane strains show significant anomalies which often occur several days before and during the earthquake.  相似文献   

利用自洽方程计算法分析天山中段分量钻孔应变资料可靠性     

斯琴  郭春生  颜龙  汪滢  关冬晓 《内陆地震》2019,(2):121-128

根据天山中段8套四分量钻孔应变仪观测资料,利用自洽方程计算应变观测的信度,用信度指标检验数据的可靠性,从而进一步用自洽方程计算实际各元件灵敏度的相对大小,并用相对标定的结果,对观测数据进行校正。结果表明:①石场、巴仑台、巴音沟、雀儿沟、榆树沟和库米什台经过校正后,数据观测信度有了明显提升,其中石场和雀儿沟台的数据信度最高;②库米什台校正前数据观测信度较高,因个别“坏点”影响,校正后,观测信度反而下降;③小泉沟和新源台数据信度较低,存在从自洽到失洽的情况,分析认为这可能与系统自身存在问题有关,也有可能是前兆异常,有待进一步研究。  相似文献   

Solutions for the deformations and stability of elastoplastic hollow cylinders subjected to boundary pressures     

X. Chen  C. P. Tan  C. M. Haberfield 《国际地质力学数值与分析法杂志》1999,23(8):779-800

In this paper, a closed-form solution is presented for the stress and displacement distributions throughout a hollow cylinder subjected to uniform pressures acting on its internal and external boundary surfaces under plane strain conditions. The material is assumed to be elastoplastic, obeying a Mohr–Coulomb failure criterion, and exhibiting dilatant plastic deformation according to a non-associated flow rule. The newly developed analytical solution is verified through comparison with the solutions obtained from an infinite boundary problem (for which a closed-form solution exists), and numerical analyses using the program FLAC. The solution is also compared with the results of a borehole collapse test on a thick-walled hollow cylinder of synthetic shale. The analytical solution can be used to calculate the stress and displacement distributions around boreholes and other cylindrical cavities under both infinite and finite boundary conditions under both drained and undrained conditions. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

测震井下观测压制背景噪声特征分析     

安全  包莹  刘甜甜  郭延杰 《大地测量与地球动力学》2022,42(12):1312-1316

利用赤峰台井下和山洞观测、二连浩特台井下和地表观测测震数据,通过计算其加速度PSD值和相应的PDF值及1~20 Hz频段RMS值,研究井下观测压制测震台站背景噪声的特征。结果表明,在大于2 Hz频段,井下观测相比于山洞和地表观测有显著的压制背景噪声特征,尤其在大于9 Hz频段压制背景噪声特征突出;在16 s~2 Hz频段,井下、山洞、地表观测测震台站背景噪声水平一致性较高,井下观测在该频段不能压制背景噪声;在低于16 s频段,井下观测相比于山洞和地表观测有一定的压制背景噪声特征。通过井下观测可有效降低测震台站背景噪声水平,从而提高观测数据质量。  相似文献   

基于钻孔数据的三维地层建模关键技术     

李璐  刘新根  吴蔚博 《岩土力学》2018,39(3):1056-1062

在基于钻孔数据进行三维地层建模方法中,钻孔样本间地层层序不一致导致建模时难以确定各地层的拓扑关系,快速准确地确定各地层层序和充分利用钻孔数据是建模的关键难点之一。拟通过综合考虑区域内所有钻孔数据,基于地质解释方法理论,以地层出现次数频率高原则进行全自动确定地层层序。首次引入子钻孔递归思想,利用表面建模方法,自下而上逐层创建三维地层模型,可确保钻孔数据不丢失且准确地应用于地层建模中,并能适应地层尖灭、地层超覆、透镜体等复杂地质构造。该方法地学意义明确,具有鲁棒性好、运行效率高及可操作性强等特点,算法已在同济曙光软件中实现,并已在多个实际地质建模工程中得到了验证。研究结果表明,该算法能充分利用已有钻孔信息,建模过程全自动完成,对复杂地层建模亦具有较强的适应性。  相似文献   

没水倾斜板式防波堤消波性能分析     

王禹龙  上官子昌  董榅键  祁隆 《海洋工程》2017,35(6):55-61

提出了一种将波浪中倾斜板问题等效化简为波浪中水平板单元组的方法,该方法建立在使用分离变量法求解水工结构边值问题的基础上,并使用伽辽金法精确求解连续边界条件,确定考虑衰减波态的速度势函数,从而求解没水倾斜板结构的消波性能。等效化简法计算精度于边界元法相当,且计算单元数量少、开销低。基于二维线性势波理论,对没水倾斜板式防波堤消波性能分析显示,没水板的倾斜角度、没水深度与板长是结构消波性能的控制因素:没水倾斜板防波堤的消波性能优于没水水平板防波堤的消波性能,随着没水板结构的倾斜角度增大,没水倾斜板结构的波浪透射系数显著减小,且长板优于短板,浅板优于深板;与前人的水槽实验对比显示,相对没水深度与波陡影响结构的消波性能,且波陡造成的波浪破碎贡献了显著的波能消耗。该结论对板式防波堤的结构配置、优化设计有重要意义。  相似文献   

RZB钻孔应变仪量程扩展的研究     

吴立恒  熊玉珍  李涛  陈征 《大地测量与地球动力学》2015,35(3):521-524

为使RZB型钻孔应变仪在千米深井水压的作用下能够正常工作,设计了以陶瓷马达为核心、RS485总线为基础的远程控制机构,用以补偿传感元件的初始位移,从而实现RZB型钻孔应变仪量程的扩展,并在实验室开展了10 MPa水压的模拟实验。结果显示,装有量程扩展系统的传感器在5 MPa处超量程,经量程调节后,在10 MPa处仍能正常工作。  相似文献   

Kinematic interaction factors of deep foundations with inclined piles          下载免费PDF全文

Cristina Medina  Luis A. Padrón  Juan J. Aznárez  Ariel Santana  Orlando Maeso 《地震工程与结构动力学》2014,43(13):2035-2050

The beneficial or detrimental role of battered piles on the dynamic response of piled foundations has not been yet fully elucidated. In order to shed more light on this aspect, kinematic interaction factors of deep foundations with inclined piles, are provided for single‐battered piles, as well as for 2 × 2 and 3 × 3 groups of piles subjected to vertically incident plane shear S waves. Piles are modelled as linear‐elastic Bernoulli beams, whereas soil is assumed to be a linear, isotropic, homogeneous viscoelastic half‐space. Different pile group configurations, pile‐soil stiffness ratios, and rake angles are considered. The relevance and main trends observed in the influence of the rake angle on the kinematic interaction factors of the analysed foundations are inferred from the presented results. An important dependence of the kinematic interaction factors on the rake angle is observed together with the existence of an inclination angle at which cap rotation and excitation become out of phase in the low‐to‐mid frequency range. The existence of a small batter angle that provides minimum cap rotation is also shown. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

吉林通化地震台四分量钻孔应变在日本9.0级地震前后的变化特征     

姜城  王禹萌 《山西地震》2014,(1):16-18

基于通化地震台四分量应变观测,通过K-L最佳直线拟合及傅立叶滑动去年周期对数据进行处理,进一步分析日本9.0级地震前后应变变化特征。结果表明,K-L最佳直线拟合和傅立叶滑动去年周期,可以较好地消除通化台应变观测中的长趋势变化项和年变成分,使应力应变的微动态变化更加显著地表现出来;通化台四分量应变在日本9.0级地震前的压性变化与同一构造带的另外两个台站分量应变观测的大幅压性变化一致;日本9.0级地震使通化台面应变出现持续约8个月左右的扩张变化,变化性质与由GPS计算得到的同震位移结果较为一致。  相似文献