Estimating the orientation error of the Dahan Downhole Accelerometer using the maximum cross-correlation coefficient between the observed and synthetic waves     

H.-C. Chiu  H.-C. Huang 《Journal of Seismology》2003,7(4):493-505

A new algorithm to correct the orientation error of the accelerometerat the Dahan Downhole Array, Hualien, Taiwan is developed. This algorithmconsists of three stages: (1) rotating two horizontal ground motions on thefree surface to the SH-SVdirection and SH axis offers a reference direction.(2) computing the synthetic downhole SH waves at a downhole station and (3)searching a rotation angle for downhole observation that yields a best waveformmatch between the synthetic and observed downhole seismograms. At this point, the rotated angle corresponding to the best waveform match can be considered as the orientation error. We selected five earthquakes with good data qualityfor analysis. Results show that this algorithm gives a more stable estimationthan a conventional method because it allows the selection of data from a wider time window for analyses. The estimated orientation error of the accelerometers at the Dahan Downhole Array after the 1999 reinstallation are40°, 114° and 285° at depths of 50, 100 and 200 m, respectively.  相似文献   

地史过程中烃源岩有机质丰度和生烃潜力变化的模拟计算   总被引：17，自引：0，他引：17  

卢双舫薛海涛  钟宁宁 《地质论评》2003,49(3):292-297

在同时考察源岩中有机质因生、排烃而损失和无机质因成岩作用而失重的基础上，模拟计算了地史过程中，随有机质类型、初始有机质丰度、成熟度及排烃效率的改变，烃源岩有机质丰度和生烃潜力的变化，探讨了有机碳恢复系数及生烃潜力损失率的可能变化范围。结果表明，地史过程中，有机质生烃潜力和有机质丰度的变化主要取决于源岩的生、排烃效率，对性质偏差的有机质，有机质的实测丰度随演化程度的增高不降反升；而对位于高成熟阶段的优质有机质，有机碳的恢复系数可达2以上；随有机质类型变好和成熟度升高，生烃潜力损失率增高；一般情况下，有机质生烃潜力的恢复幅度比有机质丰度的恢复大得多。  相似文献   

GPS-measured land subsidence in Ojiya City, Niigata Prefecture, Japan   总被引：1，自引：0，他引：1  

Hiroshi P. Sato  Kaoru Abe  Osamu Ootaki 《Engineering Geology》2003,67(3-4):379-390

Land subsidence caused by compression of clay layers in Ojiya City, Japan was measured by global positioning system (GPS) between 1 April 1996 and 31 December 1998.

Three baselines were selected in and around the city, and height difference on a WGS-84 ellipsoid was measured by GPS on each baseline. The ground at the GPS station in the city subsides and rebounds 7 cm every winter and spring, respectively. Measurement accuracy was 9.5 mm standard deviation. Ground water level was observed at a well near the GPS station. Regression analysis between total strain, calculated as ratio of the height difference displacement to the total thickness of the clay layers, and the layers' effective stress change with ground water level change gave good correlation. The slope of regression line 7.0×10⁻¹¹ m²/N was obtained as an average apparent coefficient of volume compressibility of the layers.  相似文献   

Measuring the k–S–p relations on DNAPLs migration     

Masashi Kamon  Kazuto Endo  Takeshi Katsumi 《Engineering Geology》2003,70(3-4):351-363

Migration characteristics of dense non-aqueous phase liquids (DNAPLs) in the subsurface can be expressed as a water–DNAPL two-phase system based on mainly the k–S–p relations, which describe the relations among relative permeability (k), degree of water saturation (S), and capillary pressure head (p). The aims of this research are to develop an experimental system with new type of probes, such as the electrical conductivity probe for measuring the degree of water saturation and the hydrophilic and hydrophobic tensiometer for measuring the pore water and DNAPL pressures, and also to estimate the results obtained from the developed experimental system. From these tests, the excellent k–S–p relations were obtained and the efficiency and validity of this developed experimental system have been confirmed in terms of the concept of the scaling coefficient calculated by interfacial tensions.  相似文献   

承台外区土阻力群桩效应及效应系数的有限元分析     

汤斌  俞晓  王月香 《岩土力学》2003,(Z2)

利用三维弹塑性有限元方法,对复合桩基承台外区土阻力群桩效应及其效应系数进行了研究,讨论了土类、桩长、桩距、桩数等对承台外区土阻力群桩效应及其群桩效应系数的影响,结果表明(1)承台外区土阻力随承台宽与桩长之比 (B/L)的增大而增大,但增幅不大;随桩距S增大而增大;受桩数n的影响不大。(2)承台外区群桩效应系数随B/L增大几乎无变化;随S增大而增大;不随n变化而变化。(3)承台外区群桩效应系数与土类有关。  相似文献   

京珠高速公路东西湖段软基处理数值分析     

陈云  汪明元  周小文  蔡汉利 《岩土力学》2003,(Z2)

采用等效地基固结系数法,对京珠高速公路东西湖段软土地基,进行了比奥固结平面有限元分析。计算值与实测值比较接近。计算结果为选择地基处理措施和确定道面施工时间提供了依据,保证了竣工后该路段的工后沉降满足设计要求。  相似文献   

软土路基沉降与软土层厚度及填土高度的关系分析   总被引：5，自引：0，他引：5  

王良民  朱长歧  阎钶 《岩土力学》2003,(Z2)

本文就路基沉降观测资料进行深入分析,总结出路基沉降与软土层厚度及填土高度的关系和规律,并分析了原因,推导出计算路基沉降的公式,提出了判断填土速率快慢和填土高度变化大小的新方法。  相似文献   

矩形高层建筑扭转动力风荷载解析模型   总被引：4，自引：0，他引：4  

梁枢果  刘胜春  张亮亮  王奇志  罗永宁  付晓丽 《地震工程与工程振动》2003,23(3):74-80

本文通过研究不同长宽比、高宽比的矩形棱柱体在边界层风洞中典型攻角下的扭矩，提出了矩形高层建筑扭矩功率谱密度、均方根扭矩系数和Strouhal数的经验公式，并对相干函数作了一定的探讨，建立了完整的扭转动力风荷载解析模型。该模型和试验结果吻合较好，证明它是合理有效的，可在此基础上建立高层建筑扭转动力响应频域计算方法。  相似文献   

路用探地雷达的应用技术研究进展   总被引：19，自引：12，他引：19  

周杨  冷元宝  赵圣立 《地球物理学进展》2003,18(3):481-486

有效、无损、快捷、简便是公路检测技术发展的方向，当前国内外先进的浅层勘探技术——路用探地雷达检测，以其无损、快捷以及浅层高分辨率的优势被迅速应用于公路检测。本文对近年来路用探地雷达技术的发展及应用情况进行了介绍，详细分析了探地雷达的工作原理、系统组成结构。就探地雷达在公路建设、维护过程中的应用情况进行了系统总结。  相似文献   

强震前大气层中温压相关特征的异常显示     

张慧  张苏平 《高原地震》1997,(3)

对中国大陆已发生的多次7级以上强震震中区气温、气压资料进行了研究，结果表明：在大震前（30天之内），气温－气压函数的平衡状态被破坏，其相关系数（代数值）不断增大，“正弓”形可作为短临异常的标志，同时对其成因也进行了初步探讨。  相似文献