On the spatial distribution of seismicity and the 3D tectonic stress field in western Greece     

《Physics and Chemistry of the Earth》2016

We analyzed a large number of focal mechanisms and relocated earthquake hypocenters to investigate the geodynamics of western Greece, the most seismically active part of the Aegean plate-boundary zone. This region was seismically activated multiple times during the last decade, providing a large amount of enhanced quality new information that was obtained by the Hellenic Unified Seismological Network (HUSN). Relocated seismicity using a double-difference method appears to be concentrated above ∼35 km depth, exhibiting spatial continuity along the convergence boundary and being clustered elsewhere. Earthquakes are confined within the accreted sediments escarpment of the down-going African plate against the un-deformed Eurasian hinterland. The data arrangement shows that Pindos constitutes a seismic boundary along which large stress heterogeneities occur. In Cephalonia no seismicity is found to be related with the offshore Cephalonia Transform Fault (CTF). Onshore, NS crustal extension dominates, while in central and south Peloponnesus the stress field appears rotated by 90°. Shearing-stress obliquity by 30° is indicated along the major strike-slip faults, consistent with clockwise crustal rotation. Within the lower crust, the stress field appears affected by plate kinematics and distributed deformation of the lower crust and upper mantle, which guide the regional geodynamics.  相似文献   

1966年邢台地震静态库仑应力触发分析     

李守勇  邹立晔  孙晴  赵爱平 《大地测量与地球动力学》2016,36(10):918-921

通过分析1966年邢台5次地震的静态库仑应力触发情况发现,前2次地震对后面的地震有较好的触发,而MS7.2以后地震的触发不理想。从而认为,随着地震的发生和震源深度的增加,岩浆活动对地壳介质的影响越来越大,地壳介质弹性性能越来越弱,即该区域浅部可以用均匀弹性半空间来近似,而深部在岩浆等因素的影响下,用均匀弹性半空间来近似存在较大的误差,不适合用弹性位错理论计算地震的触发关系。这从侧面反映了该地区岩浆活动的剧烈性和超壳断层存在的客观性。  相似文献   

汶川8.0级地震前后陕西地区地倾斜特征迁移分析     

张创军  牛安福 《大地测量与地球动力学》2009,29(Z1):11-14

对汶川8.0级地震前后陕西地区地倾斜观测资料的分析发现，汶川地震前陕西地区地倾斜存在沿龙门山断裂带方向由东北向西南震中迁移，震后地倾斜反向迁移，迁移平均速度为3～4 km/天。进一步分析认为，震前陕西地区地倾斜向震源迁移可能对汶川8.0级地震起到了触发作用，而震后地倾斜向远场迁移有可能是诱发陕甘川交界的中强余震的主因。  相似文献   

北京及周边地区雷暴阵风锋特征统计分析     

何娜  丁青兰  俞小鼎  付宗钰  周璇  刘璐  李桑  柳克 《气象学报》2020,78(2):250-259

为全面和系统研究北京及周边地区阵风锋各方面特征,使用2006—2015年暖季（5—9月）北京多普勒雷达探测资料及北京、河北、天津自动气象站观测资料对北京及周边地区的阵风锋过程进行综合统计分析。结果表明,346次阵风锋过程有232次触发了对流,占总数的67%,表明阵风锋对雷暴具有较强的抬升触发能力。阵风锋在6—8月出现的日数占5—9月阵风锋总日数的85%;出现的时段主要是午后至傍晚（12—21时,北京时）,维持时间0.5—3 h;阵风锋在北京东南方向生成的数量最多,且触发对流的次数也最多;其次为偏东和东北方向;偏南和西南方向生成阵风锋数量居中,而偏北、偏西和西北地区阵风锋个例相对较少,触发对流的比例也相对较低。产生阵风锋的母风暴中48%为孤立雷暴（包括孤立多单体和超级单体风暴）,31%为雷暴群,21%为飑线;97%的母风暴最强回波在50 dBz以上,阵风锋的回波强度为10—25 dBz。91%的阵风锋移动速度集中在10—60 km/h,84%的阵风锋与母风暴的最大距离为1—60 km;在母风暴回波强度减弱到30 dBz以下时,80%的阵风锋能够继续维持的时间不超过2 h。阵风锋母风暴向东南方向移动的个例最多,从阵风锋和母风暴移动方向的关系来看,阵风锋与母风暴移向一致的情况占比最高,为32%,其次为母风暴无移动及阵风锋弧形扩散情况,各占17%;阵风锋与母风暴移向相反情况所占比例最低,只有3%。最后统计了阵风锋经过地面自动气象站时,自动观测量的变化情况。结果显示,阵风锋在经过地面自动气象站时会造成风速增大、温度降低、相对湿度增大、气压升高。   相似文献   

雷达用于地震预测的基础实验研究   总被引：10，自引：1，他引：9       下载免费PDF全文

钱家栋  邓明德  尹京苑  周平  和雪松  房宗绯  赵保宗  刘晓林 《地球物理学报》2005,48(5):1103-1109

为将雷达技术应用于地震预测,在实验室对花岗岩等不同岩性的27个岩石试样进行了加压实验观测研究,使用的雷达测量仪器是美国HP公司生产的专用RSC测量系统,观测8mm,2cm,3cm和5cm四个雷达波段,在加压的过程中自动连续测量岩石试样的雷达波反射强度随压力的变化,实验表明：反映岩石试样微波反射特性的雷达波反射强度随压力变化而变化,在实验的27个岩石试样中,无一例外,只是在不同试样、不同波段或不同极化方式的实验中存在变化幅度和趋势的差异. 岩石试样反射波强度的相对变化量为百分之几到百分之十几,花岗岩的最大变化量达到202%(113号试样),砂岩的最大变化量达到279%(212号试样). 实验结果为将雷达技术应用于地震预测、岩体及岩土工程稳定性监测和稳定性评价提出了实验依据,奠定了物理基础.  相似文献   

安徽巢北地区古构造应力场恢复     

朱勇  袁雷雷  陈江湛 《江苏地质》2014,38(1):25-29

以巢北地区发育的节理为研究对象,在前人研究的基础上,依据区内选取的15个观测点节理数据,对巢北古构造应力场进行恢复,发现该地区经历过2次主要构造运动:第一次为印支运动,控制该区所发育的NEE向主要大型褶皱,应力场方向以NNW—SEE向为主,主要方向为287°~355°,平均为319°;第二次为燕山运动,对前期形成的褶皱进行改造,应力场方向以NE—SW向为主,主要方向为23°~68°,平均为44°。  相似文献   

Evolution of the stress and strain fields in the Eastern Cordillera,Colombia     

《Journal of Structural Geology》2014

This work integrates stress data from Global Positioning System measurements and earthquake focal mechanism solutions, with new borehole breakout and natural fracture system data to better understand the complex interactions between the major tectonic plates in northwestern South America and to examine how the stress regime in the Eastern Cordillera and the Llanos foothills in Colombia has evolved through time. The dataset was used to generate an integrated stress map of the northern Andes and to propose a model for stress evolution in the Eastern Cordillera. In the Cordillera, the primary present-day maximum principal stress direction is WNW–ESE to NW–SE, and is in the direction of maximum shortening in the mountain range. There is also a secondary maximum principal stress direction that is E–W to ENE–WSW, which is associated with the northeastward “escape” of the North Andean block, relative to stable South America. In the Cupiagua hydrocarbon field, located in the Llanos foothills, the dominant NNE–SSW fractures are produced by the Panama arc–North Andes collision and range-normal compression. However, less well developed asymmetrical fractures oriented E–W to WSW–ENE and NNW–SSE are also present, and may be related to pre-folding stresses in the foreland basin of the Central Cordillera or to present-day shear associated with the northeastward “escape” of the north Andean block. Our study results suggest that an important driver for orogenic deformation and changes in the stress field at obliquely convergent subduction zone boundaries is the arrival of thickened crust, such as island arcs and aseismic ridges, at the trench.  相似文献   

Slip line theory applied to a retaining wall–unsaturated soil interaction problem     

《Computers and Geotechnics》2014

An extension of slip line theory to unsaturated soils is presented and applied to the problem of a rigid retaining wall rotating about its toe into unsaturated soils. Suction is introduced using the effective stress concept. Soil–wall interface friction is defined carefully. The influence of suction on limiting passive earth pressures is analysed for two soils under steady state evaporation and infiltration. Suction increases the limiting passive stress at the soil–wall interface, with a dependence on the steady state flow type. The displacement of the retained soil is studied assuming the wall undergoes a rotation increment. The results show a clear difference in the displacement for evaporation and infiltration.  相似文献   

Test and numerical research on wall deflections induced by pre-excavation dewatering     

《Computers and Geotechnics》2014

Numerous studies have been devoted to the performance of excavations and adjacent facilities. In contrast, few studies have focused on retaining wall deflections induced by pre-excavation dewatering. However, considerable inward cantilever deflections were observed for a diaphragm wall in a pre-excavation dewatering test based on a long and narrow metro excavation, and the maximum deflection reached 10 mm (37.6% of the allowable wall deflection for the project). Based on the test results, a three-dimensional soil–fluid coupled finite element model was established and used to study the mechanism of the dewatering-induced diaphragm wall deflections. Numerical results indicated that the diaphragm wall deflection results from three factors: (1) the seepage force around the dewatering well and the soil–wall interaction caused the inward horizontal displacement of the soil inside the excavation; (2) the reduced total earth pressure on the excavated side of the diaphragm wall above approximately 1/2 of the maximum dewatering depth disequilibrated the original earth pressure on both sides of the diaphragm wall; and (3) the different negative friction on the excavated and retained sides of the diaphragm wall led to the rotation of the diaphragm wall into the excavation.  相似文献   

资源环境系列制图研究的现实基础与发展     

苏时雨  苏映平 《云南地理环境研究》1991,3(2):9-16

本文侧重于全国性资源环境及有关自然条件等专题制图工作的现实基础和成就,作简要总结和回顾。针对提高和重新认识制图效益和重点进行讨论,提出科学效益是基础,社会效益是目的,经济效益是根本,为资源环境的合理开发利用提供依据,并提出今后发展设想。  相似文献