2018年斐济M_W8.2深震:高频辐射过程和发生原因          下载免费PDF全文

张喆  许力生  杜海林 《地球物理学报》2019,62(11):4279-4289

2018年8月19日，在斐济东部海域563 km深处发生了一次M_W8.2地震.我们首先挑选位于美国阿拉斯加地区的131个宽频带台站构成台阵，选用垂直分量0.5~2 Hz的高频信号，利用广义台阵反投影技术对这次地震的破裂过程进行了成像，然后基于破裂速度对地震的辐射效率进行了估计.结果表明，这次地震总体上呈单侧破裂，破裂方位在3.0°左右，破裂总长度约51 km，持续时间22 s，平均破裂速度为2.5 km·s^-1.但能量释放有2次高峰，形成两次子事件.第一次为前10 s，峰值在7 s左右，破裂速度为2.9 km·s^-1，辐射效率为45%.第二次为10~22 s，峰值在15 s左右，破裂速度为1.6 km·s^-1，辐射效率为26%.结合震源位置、震源机制、破裂速度以及辐射效率，我们认为这次地震是由于俯冲板块前缘受到下部地幔物质上浮阻力引起的剪切失稳所致，起初板块内部的脆性破裂表现突出，致使辐射效率较高，后来震源处高温高压下的熔融耗散特征逐渐凸现，致使辐射效率下降.  相似文献   

基于WebGIS的地震应急快速反应系统设计与实现     

余其鹏  汪波 《地震地磁观测与研究》2020,41(4):239-250

根据镇江地震地质情况及防震减灾工作实际，通过需求分析及系统整体设计，建立基于WebGIS的地震信息数据库管理系统。系统采用Oracle数据库、JavaScript语言、Tomcat网站服务器，开发了具有地方特色的地震应急处置快速反应系统，系统可实现震后快速评估、辅助决策、震后趋势分析、震后应急资料产出等功能。实际应用表明，该系统达到了低成本、高效率的预期目标。  相似文献   

SIMULATION STUDY OF ROAD-CUT EFFECTS ON SLOPE STABILITY     

CHEN Xiao-li  WANG Ming-ming  ZHANG Ling 《地震地质》2018,40(6):1390-1401

Landslides and rock falls along the highway are common geological hazards in Southwest China. As an influencing factor on potential landslides behavior, roads or distance to roads have been successfully used in landslide susceptibility assessments in mountainous area. However, the relationship between the road-cut and the slope stability is not clear. Therefore, we performed two-dimensional slope stability calculation using the general limit equilibrium (GLE)method incorporated in the software SLOPE/W of GeoStudio for stability analysis of slopes. Our studies show that the man-made roads influence on the slope stability mainly exists in two ways:One is to create a new steep slope, which will result in rock falls and shallow landslides along the roads; the other is to influence the stability of the original slope, which will result in comparatively huge landslides. For the latter, our simulation study reveals that the road location, namely at which part of a natural slope to construct a road is important for the slope stability. For a natural slope with a potential slip surface, if a road is constructed at or near the slope toe where the potential slip surface surpasses, it will greatly degrade the slope's factor of safety (Fs) and make the slope unstable; however, if a rode-cut is near the top of the slope, it will increase the slope's Fs and make the slope more stable. The safety location is different for different slope angle, steeper slope needs a higher location for a safety road-cut in comparison with gentle slopes. Moreover, the slope stability decreases when loading a seismic force and it varies with the slope angle. Firstly, the Fs decreases when the slope angle increasing, and when the slope angle reaches 45°, the Fs then becomes greater with the slope angle increasing.  相似文献   

基于ARIO模型的震后重建施工现场安全管理方法          下载免费PDF全文

顾连胜 《地震工程学报》2018,40(6):1350-1355

为提高受灾地区重建安全性，提出基于ARIO模型的震后重建施工现场安全管理方法。在将建筑设计影响因素划分为直接因素与间接因素的基础上，将ARIO模型引入震后重建施工现场安全管理中，利用其分析施工过程中各产业技术与该地区经济的联系，在考虑经济因素的基础上实现震后施工现场安全管理。设计并构建施工初期数据采集系统、施工前安全管理系统、施工过程中安全管理系统，将ARIO与VR结合，使各系统运行时施工人员能够在虚拟漫游中以第一视角完成虚拟施工，掌握整个工期、流程、所用设备等有关信息，并由辅助专家作出相应指导，实现震后重建施工现场安全系统化管理。提出施工安全辅助建议，以完善灾后重建安全管理方法。实验结果表明，该方法运行后安全系数大于当前方法，其科学性和鲁棒性较强。  相似文献   

基于可靠性的海洋立管疲劳安全系数研究     

吴剑国  万子诚  李智博  张萌  戴伟  孙政策 《海洋工程》2018,36(6):1-9

综合考虑了立管疲劳安全系数取值的相关因素——立管的安全等级、设计寿命、检验周期、载荷和损伤计算方法等的不确定性,提出了基于可靠度的疲劳安全系数确定方法,筛选了用于计算波致疲劳和VIV(涡激振动)疲劳的随机变量,给出了立管波致疲劳与VIV疲劳安全系数的计算流程,并以某SCR(钢悬链线立管)为例进行了安全系数计算。结果表明,该方法的计算结果优于传统的安全系数确定方法,尤其适合于特殊工程方案或新颖设计的立管疲劳校核。  相似文献   

Satellite-based Estimates of Canopy Photosynthetic Parameters for an Alpine Meadow in Northern     

NIU Ben  HE Yongtao  ZHANG Xianzhou  SHI Peili  DU Mingyuan 《资源与生态学报(英文版)》2020,11(3):253-262

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Stability analysis of shotcrete supported crown of NATM tunnels with discontinuity layout optimization          下载免费PDF全文

Yiming Zhang  Xiaoying Zhuang  Roman Lackner 《国际地质力学数值与分析法杂志》2018,42(11):1199-1216

For tunnel constructed by New Austrian Tunnelling Method, the crown is the upper part of tunnel section, constructed during excavation process and supported by shotcrete. The stability of the crown has great influence on the safety of tunnel itself and the buildings above, which correlates, among others, with geometrical setup of tunnel and material properties of shotcrete and soil/rock. In this paper, aiming at analyzing the stability of shotcrete supported crown, a recently presented numerical method discontinuity layout optimization is adopted, which introduces a great amount of potential discontinuities cross over one another and provides a wide search space for efficient upper limit analysis. In the analysis, a well‐established hydration model of cementitious material is implemented for accounting the hydration of shotcrete. Then assumptions based on convergence‐confinement method are used for accounting the 3‐dimensional effect in 2‐dimensional analysis, finally providing time‐space–dependent assessments of stability of shotcrete supported crown.  相似文献   

Properties of geogrid-reinforced marine slope due to the groundwater level changes     

Ramin Vali  Jie Li  Gholamreza Shams  Pieter van Gelder 《Marine Georesources & Geotechnology》2018,36(6):735-748

Evaluation of slope stability, especially in the absence of a proper bed such as marine soils, is one of the most important issues in geotechnical engineering. Using geogrid layers to enhance the strength and stability of embankments is regarded as a commendable stabilization method. On the other hand, groundwater level erratically fluctuates in coastal areas. Therefore, the aim of this research is to study the effects of groundwater level changes on stability of a geogrid-reinforced slope on loose marine soils in Qeshm Island, Iran. At first, geotechnical properties of the site were obtained by comprehensive series of geotechnical laboratory and in situ tests. Then, by simultaneous changes of groundwater level and several parameters such as embankment slope, loading, geogrid length, geogrid number, and tensile strength of geogrid, different characteristics such as embankment safety factor (SF), vertical and horizontal displacements at embankment top and embankment base were studied. It was observed that groundwater level had significant effects on behavior of the embankment. For most of the observations, by decreasing the groundwater level, the displacements decreased and consequently safety factor increased. Increasing the length, number, and tensile strength of geogrid led to the reduction of displacements and an increase in the safety factor.  相似文献   

Alleviating the Cadmium Toxicity and Growth‐Promotion in Paddy Rice by Photosynthetic Bacteria     

Xian Xiao  Yuan Zhao  Qin Zhou  Leyang Wang  Xujie Zhang  Lihua Zhao  Sheng Zhang 《洁净——土壤、空气、水》2019,47(3)

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结合IR-MAD与均值漂移算法的密集城区遥感影像变化检测     

聂倩  赵艳福 《测绘通报》2020,(6):57-62

不同时相遥感影像变化检测已成为土地利用变更调查、城市扩张分析、自然灾害分析及其他环境问题必不可少的技术手段之一。本文提出了一种结合IR-MAD与均值漂移算法的密集城区遥感影像变化检测方法。该方法通过伪不变特征法完成两期影像的相对辐射校正，有效改善影像间的配准误差，并利用IR-MAD算法对校正后的影像进行迭代运算，采用均值漂移算法对迭代后的影像进行分割，同时运用形态学方法处理分割后的影像，最终提取变化图斑。试验结果表明，该方法可以有效检测出变化区域，可应用于城市地表覆盖的变化检测。  相似文献