气压对巴伦台钻孔倾斜的影响特征及机制研究     

许璐  邢喜民 《大地测量与地球动力学》2018,38(8):873-876

以巴伦台钻孔倾斜及分量应变辅助观测气压数据为研究对象，运用相关及小波分析研究气压对巴伦台钻孔倾斜的影响特征。结果表明，气压对巴伦台钻孔倾斜影响表现为准线性关系，对NS向的影响大于EW向。气压对NS向影响的显著频段有2 048～8 192、32 768～65 536 min，对EW向影响的显著频段为2 048～8 192 min。探讨了气压对巴伦台钻孔倾斜的影响机制。  相似文献   

秦岭造山带多金属矿普查复杂地层护壁堵漏技术          下载免费PDF全文

柳硕林  韩明耀 《探矿工程》2020,47(1):43-47

秦岭造山带多金属矿普查项目钻探施工过程中钻遇多种复杂地层，垮塌、缩径、漏失等复杂情况频发，严重影响了施工效率。分别采用了植物胶钙处理钻井液、聚乙烯醇无固相钻井液等进行护壁工作，结合不同漏失情况分别实施了随钻堵漏、凝胶堵漏等技术措施，取得了良好的使用效果。  相似文献   

考虑尺寸效应的近海桥梁天然橡胶隔震支座力学性能老化时变规律研究          下载免费PDF全文

李艳敏  马玉宏  赵桂峰 《世界地震工程》2020,(4):169-177

目前天然橡胶支座（NRB）的性能研究大多未考虑尺寸效应，在前期开展的近海桥梁隔震支座和材料老化时变规律研究的基础上，同时考虑支座直径尺寸变化和老化作用时间的影响对NRB的性能进行研究。首先采用ABAQUS有限元软件对不同直径尺寸NRB的性能进行分析，得到了NRB性能随直径尺寸的变化规律；然后结合前期老化作用对NRB及其橡胶材料性能时变规律的影响研究成果，分析了直径尺寸及老化作用时间共同作用下，NRB性能的变化规律，并通过ABAQUS有限元分析，验证了该变化规律的准确性。结果表明:NRB的水平刚度和竖向刚度均随其直径尺寸的增大呈正比例增大趋势；NRB水平刚度比和竖向刚度比均随老化作用时间的增长呈线性增大趋势；且直径为150mm的NRB在实际环境老化60a后，其水平刚度和竖向刚度的增长幅度分别为:30.8%和16.41%，由此可见老化作用时间对NRB水平刚度的影响较显著，对其竖向刚度的影响较小。研究内容可为隔震桥梁结构中支座缩尺模型试验的相关设计提供参考，并为将实验室缩尺橡胶隔震支座的相关成果较好地应用于实际工程计算及设计中提供依据。  相似文献   

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   

基于高导热材料填充漏失构造的深井换热器性能分析   总被引：1，自引：0，他引：1  

卜宪标  蒋坤卿  李华山  王令宝 《地质学报》2020,94(7):2139-2146

地热供暖可有效缓解北方雾霾天气。干热岩虽然储量丰富，但增强型地热技术由于开发费用较高，裂隙控制以及避免诱发地震的技术尚不成熟，现阶段还不能商业化应用。水热型地热开发技术虽较成熟，但受资源条件的限制，开发规模较小。对于大多地区，受地质构造和资源禀赋的控制，单井产水量较低或者回灌难，开发经济效益较差。深井换热器（DBHE）技术是开采地热水低产区或回灌难地区热能的有效方式，但受制于岩石导热系数低，单井输出功率小，投资回收期长。为提高DBHE的输出功率，本文提出了增强型深井换热器（EDBHE），通过主动将高导热性能的复合填充剂流进漏失构造的方式提高岩石的导热性能，通过调节回压、密度和黏度来控制漏失量。研究结果表明，单井EDBHE十个采暖季的平均取热功率为1002. 34 kW，是DBHE(424. 45 kW)的2. 36倍。而双井EDBHE十个采暖季的平均取热功率更是达到了27501. 61 kW，且热输出稳定，每年的衰减率0. 95%。EDBHE技术有效利用了出水量低或回灌难的水热型热储，大幅提高了其出力，扩大了地热供暖的应用范围。  相似文献   

Evaluating a process‐based model for use in streambank stabilization: insights on the Bank Stability and Toe Erosion Model (BSTEM)          下载免费PDF全文

Kate Klavon  Garey Fox  Lucie Guertault  Eddy Langendoen  Holly Enlow  Ron Miller  Anish Khanal 《地球表面变化过程与地形》2017,42(1):191-213

Streambank retreat is a complex cyclical process involving subaerial processes, fluvial erosion, seepage erosion, and geotechnical failures and is driven by several soil properties that themselves are temporally and spatially variable. Therefore, it can be extremely challenging to predict and model the erosion and consequent retreat of streambanks. However, modeling streambank retreat has many important applications, including the design and assessment of mitigation strategies for stream revitalization and stabilization. In order to highlight the current complexities of modeling streambank retreat and to suggest future research areas, this paper reviewed one of the most comprehensive streambank retreat models available, the Bank Stability and Toe Erosion Model (BSTEM), which has recently been integrated with several popular hydrodynamic and sediment transport models including the Hydrologic Engineering Center's River Analysis System (HEC‐RAS). The objectives of this paper were to: (i) comprehensively review studies that have utilized BSTEM and report their findings, (ii) address the limitations of the model so that it can be applied appropriately in its current form, and (iii) suggest directions of research that will help make the model a more useful tool in future applications. The paper includes an extensive overview of peer reviewed studies to guide future users of BSTEM. The review demonstrated that the model needs further testing and evaluation outside of the central United States. Also, further development is needed in terms of accounting for spatial and temporal variability in geotechnical and fluvial erodibility parameters, incorporating subaerial processes, and accounting for the influence of riparian vegetation on streambank pore‐water pressure dynamics, applied shear stress, and erodibility parameters. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

易县地震台四分量钻孔应变观测震前异常特征     

赵慧琴  王艳  张肖  马栋 《地震地磁观测与研究》2017,38(4):132-136

通过对河北易县地震台钻孔应变资料进行处理,发现在2014年9月6日涿鹿4.3级和2015年9月14日昌黎4.2级地震前,该台四分量钻孔应变观测到显著前兆异常变化,与2012年5月28日唐山4.8级地震前出现的异常相似度较高,异常形态均表现为"来快去慢",均在极值附近维持数日后,逐渐恢复原值过程中发生地震。  相似文献   

Borehole failure analysis in a sandstone under anisotropic stresses     

Euripides Papamichos 《国际地质力学数值与分析法杂志》2010,34(6):581-603

Borehole failure under anisotropic stresses in a sandstone is analyze numerically for various borehole sizes using a nonlinear elastic–plastic constitutive model for a Cosserat continuum. Borehole failure is identified as macroscopic failure of the borehole through the development of shear bands and breakouts. The results compare well both qualitatively and quantitatively with experimental results from polyaxial tests on Red Wildmoor sandstone. They show that the hole size effect of the borehole failure strength is independent of the far‐field stress anisotropy and follows a ? power law of the hole size. A similar scale effect equation with a ? power law is proposed for the scale effect of the maximum plastic shear strain at failure. This equation can be useful for better predicting hole‐size‐dependent failure with standard codes based on classical continua. The effect of stress anisotropy on the borehole failure stress is found to be independent of the hole size. The failure stress decreases linearly to 40% as the stress anisotropy increases. However, the maximum plastic shear strain at failure is stress anisotropy independent and therefore the critical plastic shear strain for failure is only hole‐size dependent. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

仪器标定格值变化对钻孔应变观测数据的影响     

黄世源  唐小勇  贺曼秋  张涛 《地震地磁观测与研究》2017,38(3):122-127

以巴南地震台钻孔应变某一时段观测资料异常变化为例,指出观测仪器元件标定格值是影响钻孔应变观测数据的重要参数,与固体潮汐幅度成反比例关系,且格值变化也可能是改变钻孔应变趋势形态的一种因素。文中分析格值与应变观测数据之间的物理机制,校正恢复异常时段观测曲线,为钻孔应变异常干扰识别工作提供参考。  相似文献   

沙尘暴对测震台站环境噪声干扰的特征分析——以二连浩特台为例     

安全 《大地测量与地球动力学》2022,42(5):541-544

通过计算二连浩特测震台站地表和井下连续观测数据的加速度PSD值和相应的PDF值,研究沙尘暴对测震台站环境噪声水平的干扰特征及井下观测对减小沙尘暴影响的效果。结果表明,沙尘暴对测震台站环境噪声水平有较大干扰,主要体现在4 Hz、9 Hz附近及10~20 Hz和低于10 s频段。其中,沙尘主要影响10~20 Hz频段背景噪声;大风主要影响4 Hz、9 Hz附近背景噪声;低于10 s频段的三分向背景噪声受干扰特征与风向有一定的相关性;10 s~4 Hz频段沙尘暴对环境噪声水平没有影响。井下观测能较好地压制沙尘暴对测震台站环境噪声水平的干扰。  相似文献