断裂带地下水位的降雨动态模型及异常识别

穿越断裂带的观测井能够提供特殊的构造运动信息,其水位动态是构造活动、降雨等各种因素综合作用的结果.对由降雨引起的水位动态进行模型解译,有利于更加准确地提取断裂带的构造活动异常.根据断裂带地下水循环的基本特征进行简化,利用响应函数法描述入渗补给的滞后特征,建立了降雨-水位动态的组合水箱模型.该模型被用于分析北京八宝山断裂带大灰厂观测孔2008年上半年的水位动态,发现2008年5月存在显著的异常.这种异常可能与局部或区域的构造活动有关,也可能是断裂带结构参数变化的结果.     

Behavior of a seismically isolated bridge crossing a fault rupture zone

The effect of the fault rupture zone traversing a seismically isolated bridge is investigated utilizing a finite element model of a section of the Bolu Viaduct and a set of synthetic broadband strong ground motions simulated for the Bolu Viaduct site due to the 1999 Duzce earthquake. Both the original and a potential retrofit seismic isolation system designs are considered in the analyses. The results show double isolation system demands when fault crossing is considered, as compared to the case where fault crossing is ignored. The pier drift demands, however, remain comparable in both cases. Furthermore, the location of fault crossing along the bridge length, as well as the fault orientation with respect to the bridge longitudinal direction are shown to influence substantially the response of the seismically isolated bridge. Isolation system permanent displacements are greatly influenced by the restoring force capability of the isolation system when fault crossing effects in the excitations are ignored. In the case of fault crossing, the permanent displacements of the isolation system are dominated by the substantial permanent tectonic displacement along the fault trace which is imposed upon the structure. The results of this study contribute to developing a better understanding of how seismically isolated bridges respond when traversed by fault rupture zones. The lack of analyses and design guidelines for bridges crossing faults in international standards renders this study a useful reference for the profession.     

北京地区震磁观测研究

旨地探索研究地震预报而开展的北京地区地磁观测，在震磁前兆研究与地震预测试验方面都获得了可喜的进展，本文分析了１９９０－１９９５年北京及其西部地区的地磁观测资料，研究了地磁异常信息，预测了地震活动趋势，提出了今后应加强监测与研究的区域。     

丽江-小金河断裂带现今断层运动特征

本文利用GPS观测对丽江—小金河断裂带的现今断层运动和变形状态进行了分析和探讨.丽江—小金河断裂带两侧地块地壳变形差异显著,GPS速度剖面结果显示断裂带两侧存在地壳变形不连续现象;进一步以GPS速度场为约束,基于负位错模型反演的丽江—小金河断裂带的断层闭锁空间分布结果显示,以木里为界,北东段断层强闭锁从地表向深部延伸至15 km左右,西南段断层闭锁程度较高的区域位于5~15 km范围内,浅层表现为弱闭锁的状态;滑动亏损速率结果显示,两闭锁段的滑动亏损速率相差近4 mm·a^-1,说明丽江—小金河断裂带西南段的背景滑动速率明显高于北东段.基于数值模拟分析了西南段浅层蠕滑运动对周边断层的影响,结果表明西南段的浅层左旋滑动对北东段闭锁区和西南段深部强闭锁区均为正影响.

     

龙门山灌县—安县断裂带断层泥低磁化率的矿物、化学响应和蠕滑作用环境

断层带内的流体不仅可以通过水岩反应改变断裂岩的矿物组成和化学成分,从而导致化学性质和物理性质的变化,而且可以影响或控制断裂带的变形行为.断裂带中岩石磁学特征是由特定化学环境下磁性矿物的种类和含量所决定的,因此,从矿物学和地球化学角度探讨断裂岩的磁性变化,对揭示断层的变形行为和环境具有一定的指示作用.本文以汶川科钻WFSD-3P钻孔中龙门山灌县—安县断裂带断裂岩为研究对象,运用高分辨率磁化率测试、XRD矿物成分半定量分析、XRF元素扫描以及不同价态Fe元素含量分析等多种方法开展断层磁学变化和变形环境的研究.磁化率测试结果表明灌县—安县断裂带断层泥的磁化率值普遍低于对应的围岩磁化率平均值.结合前人研究成果表明造成该断层泥低磁化率异常的原因是在间震期的长期流体作用下,铁磁性矿物（例如磁铁矿）转变成顺磁性矿物（铁硫化物、菱铁矿或含铁的黏土矿物）.新生铁硫化物和含铁黏土矿物是在间震期缓慢形成的,而黏土矿物含量的增加弱化了断层强度,促进断层蠕滑,这说明断层泥低磁化率异常可能指示了该断裂在间震期长期缓慢活动,即为蠕滑变形.断层泥中黄铁矿的发育和高Fe²⁺和S元素、低Fe³⁺的特征显示灌县—安县断裂作用环境通常是在低温、还原环境中进行的.这些结果与低磁化率值的相关性暗示断层泥低磁化率异常可能对活动断层的低温还原环境具有指示意义.

     

A recent paleoearthquake on Qingfengling seismic fault of Tanlu fault zone

Introduction The Tanlu fault zone lies in the eastern China, which is an important huge active fault with a long history. It has experienced a complex generation and evolution process and affects significantly the regional structure, paleogeography, magma activity, minerogenesis and earthquake activity in the area. With a length of 2 400 km, the fault zone consists of 2-4 or more parallel faults of 10-40 km in width, cutting through different geotectonic elements in the eastern China （FANG et al, 1986）. On July 25 in 1668, an extraordinarily large earthquake of M=8.5 occurred on the Changyi-Dadian fault （F1） that is an embranchment of Tanlu fault zone, resulting in a surface rupture with a total length of 130 km （LI et al, 1994; CHAO et al, 1995）. The paleoseismic study reveals that 3 events with a magnitude equal to 8 occurred on the Changyi-Dadian fault. The recent event occurred 3 500 a ago and the reoccurrence interval is about 3 500 a （LIN and GAO, 1987）. During the Tancheng earthquake （on July 25, 1668）, the Anqiu-Juxian fault was not ruptured, which was a Late Pleistocene active fault （ZHENG et al, 1988; GAO et al, 1988; CHAO et al, 1994） and was doubted as the seismogenic fault of the M=7.0 Anqiu earthquake occurred in 70 BC by certain geologists （CHAO et al, 1994）.     

Seismomagnetic signals associated with Sakhalin earthquakes

Results of magnetic observations in Yuzhno-Sakhalinsk during a strong earthquake and a local swarm of earthquakes, as well as magnetic signals recorded during propagation of seismic waves, are considered. The possibility of the identification of these signals in magnetograms is discussed. The results of this study are shown to be significant for the development of a prompt method for warning of the arrival of seismic waves.     

The main fault zone of East Sayan

Based on the structural and tectonophysical studies of the East Sayan fault zone (the stress fields determined from the slipping planes; and strain fields from dykes), we were able to describe more definitely the character of this regional fault. The right-lateral strike-slip on the rupture at the main stages of its development is established.     

Seismomagnetic signals from the strong Sumatra earthquake

Electromagnetic oscillations generated by surface Love waves in the Earth’s crust were detected by the spectral polarization method at the Mondy and Sodankylä observatories, located at distances of 5390 and 8798 km from the epicenter of the strong Sumatra earthquake of December 26, 2004. Detailed analysis of this event is instructive because it indicates that the difficulty in detecting the coseismic magnetic oscillations predicted by theory is only due to the presence of strong noise. Observations of this type are shown to be significant for experimental studies of mechanoelectromagnetic conversions in the crust.     

Active fault survey on the Tanlu fault zone in Laizhou Bay

Introduction The Tanlu fault zone, the largest active structure in the eastern region of China, is character-ized by right lateral strike-slip movement with dip-slip component in the Quaternary; it shows great significance for the modern seismicity (FANG et al, 1976; Institute of Geophysics, China Earthquake Administration, 1987; GAO et al, 1980; MA, 1987; LI, 1989; CHAO et al, 1995). The Tanlu fault zone is the boundary between the Jiaoliao block and the North China Plain block of …     

龙门山断裂带假玄武玻璃特征及断层弱化机制的探讨

与断层相关的假玄武玻璃被认为是地震化石,记录了地震发生过程和断裂机制的重要信息,对认识断层地震活动性具有重要意义.本文综合地表露头及汶川科钻（WFSD-1、WFSD-2）岩心研究,对映秀—北川断裂带南段彭灌杂岩中发育的假玄武玻璃进行详细的结构、构造及矿物成分分析.这些假玄武玻璃以断层脉和单个/网状贯入脉的形式产出,厚度由几毫米到数十厘米不等,与碎裂岩和超碎裂岩相伴生.显微结构观察发现假玄武玻璃中发育大量熔融特征构造,如港湾状熔蚀边、蜂窝状气孔构造、黏滞性流动构造以及针状、球粒状、羽状、纤维状、粒状等多种形态的微晶及微晶集合体,表明其为断层滑动摩擦熔融的产物,指示摩擦熔融润滑是断层滑动过程中最主要的弱化机制.同时热增压和机械润滑机制可能存在于断层滑动的不同阶段.此外,从野外和显微镜下都观察到假玄武玻璃脉具有浅灰、深灰、浅褐、棕褐色及黑色等不同的颜色,可能代表着不同程度的脱玻化作用,并且不同颜色有相互穿插交切关系,可能指示存在多期假玄武玻璃,也就是说,产生假玄武玻璃的大地震事件沿映秀—北川断裂带重复发生.最近的研究认为这些假玄武玻璃形成于晚三叠世时期地下~10—15 km深度.结合须家河组地层中发育的厚层断层泥和角砾岩,~180—280 m宽的映秀—北川断裂岩带是断裂长期活动演化的产物.作为龙门山地区最陡峭的地形边界,映秀—北川断裂带长期地震活动造成的地壳缩短加厚可能是龙门山快速隆升的主要原因.

     

含断层破碎带场地对平面SH波的放大作用

借助wolf的土层和半空间精确动力刚度矩阵和斜线荷载格林函数,采用间接边界元法在频域内求解了含断层破碎带场地对SH波的放大作用,着重分析了破碎带较窄断层两侧围岩动力响应的基本规律及场地动力特性对散射的影响.结果表明,断层破碎带对SH波有显著的影响,即使破碎带很窄,也可对SH波产生很大的放大作用;层状场地动力特性对放大作用有显著的影响.     

东昆仑断裂带古地震综合研究

整合多年来前人对东昆仑活动断裂带各段落古地震零散的现场考证结果,经过分析将其归并成68条独立的古地震事件及4条历史地震.根据功能原理,从理论上推导出断层段各震级档地震的约束关系.利用现代地震统计得到的区域地震活动性参数b、现场考证得到的各区段平均走滑速率、各震级档一次地震事件的平均位错量和破裂带长度,计算各段和全带不同震级档地震的平均复发周期,在此基础上讨论其地震活动规律.     

龙门山断裂带的贝尼奥夫应变分析

基于2011—2020年在龙门山地区发生的地震,分3个区段估算累积贝尼奥夫应变。结果表明,龙门山北段对九寨沟M_S7.0地震存在阶跃,震后一年内累积贝尼奥夫应变抬升量约为2 000×10~8;龙门山中段对芦山M_S7.0地震存在明显阶跃,震后一年内累积贝尼奥夫应变抬升量约为5 300×10~8。由此可以认为,龙门山中段与芦山地震有较高关联度,而其北段与九寨沟地震的关联度次之。这个抬升量是该区域构造运动与对应地震关联度的一个描述,这对于研究地震的动力源、孕震构造及发震机理有参考意义。另外,对累积贝尼奥夫应变时变斜率的研究结果还表明,累积贝尼奥夫应变的时变斜率在邻近地震前均存在降低的现象,这可能是震前应力松弛过程的表现,但这仅是一个初步研究,对其机理以及可否成为大地震孕育指标等问题还需要对更多震例作进一步研究。     

岱海断陷带地区地震重新定位研究

采用双差定位,对岱海断陷带及周边地区2008-2013年地震事件进行重新定位及震源深度研究。重新定位后地震在空间分布上更加集中,部分地震有向构造带趋近的变化,较多地震呈簇集状出现于多条断裂的交汇部位,西南段地震较活跃,不同部位地震数目有明显差异,构造活动存在分段特征,震源密集地区的分布走向明显,可以推测,岱海断陷带西南端存在东西走向和东南走向的发震构造。震源深度结果表明,地震震源深度集中在5-15 km,均值为7 km。岱海断陷带西南段地震震源深度大于东北段,反映地壳厚度不均匀。     

华蓥山断裂带地震活动特征分析

通过对华蓥山断裂带5级以上地震以及现今中小地震活动性的分析,认识了该地区背景性和区域性的地震活动特征,认为该断裂带南段是地震活动的主体,尤其是宜宾地区地震活动较频繁,中段、北段次之。总结得到的5级以上地震的“平静—活跃”时段分布特征,3级以上地震的“弱活动—增强”规律,以及2019年长宁M_S6.0地震发生后应变能释放速率加速现象,均可为该地区5级以上地震预测预报提供参考依据。      

汶川地震前龙门山断裂带闭锁程度和滑动亏损分布研究

利用1999—2007期GPS水平速度场数据,采用Defnode负位错反演程序估算了龙门山断裂在汶川地震前的闭锁程度和滑动亏损分布,结合龙门山断裂带附近地表水平应变率场结果,综合分析了震前地壳变形特征.反演结果表明,震前龙门山断裂中北段处于完全闭锁状态,闭锁深度达到21 km(闭锁比例0.99)左右,垂直断层方向的挤压滑动亏损速率约为2.2 mm/a,平行断层方向的右旋滑动亏损速率约为4.6 mm/a.龙门山断裂南段只有地表以下12 km闭锁程度较高(闭锁比例0.99),垂直断层方向滑动亏损速率约为1.4 mm/a,平行断层方向滑动亏损速率约为4.6 mm/a;在12~16 km处闭锁比例约为0.83,垂直断层方向滑动亏损速率约为1.2 mm/a,平行断层方向滑动亏损速率约为3.8 mm/a;在16~21 km处闭锁比例约为0.75,垂直断层方向滑动亏损速率约为1.1 mm/a,平行断层方向滑动亏损速率约为3.5 mm/a.在21~24 km处整条断裂均逐步转变为蠕滑.上述反演结果与区域应变计算获得的龙门山断裂带中北段整体应变积累速率较低、南段应变积累速率较高相一致,均表明中北段闭锁程度高、南段闭锁程度稍低,该特征可以较好地解释汶川地震时从震中向北东向单向破裂现象.     

Microstructural features of fault gouges from Tianjing-shan-Xiangshan fault zone and their geological implications

Detailed observation of the microstructural features of 11 fault gouge and 3 fault breccia samples collected from Tianjingshan-Xiangshan fault zone has revealed that fault gouge can be classified into 3 types: flow banded granular gouge, foliated gouge and massive gouge. The determination of the shape preferred orientation (SPO) of survivor grains in fault gouges indicates that the foliated gouge displays a profound SPO inclined to the shear zone boundary, similar to theP-foliation; flow banded granular gouge displays a SPO parallel to the shear zone boundary, while massive fault gouge and fault breccia display a random SPO. All these fault gouges fall in different fields of shear rate ternary diagram.     

汶川地震前龙门山断裂带闭锁程度和滑动亏损分布研究

利用1999—2007期GPS水平速度场数据,采用Defnode负位错反演程序估算了龙门山断裂在汶川地震前的闭锁程度和滑动亏损分布,结合龙门山断裂带附近地表水平应变率场结果,综合分析了震前地壳变形特征.反演结果表明,震前龙门山断裂中北段处于完全闭锁状态,闭锁深度达到21 km(闭锁比例0.99)左右,垂直断层方向的挤压滑动亏损速率约为2.2 mm/a,平行断层方向的右旋滑动亏损速率约为4.6 mm/a.龙门山断裂南段只有地表以下12 km闭锁程度较高(闭锁比例0.99),垂直断层方向滑动亏损速率约为1.4 mm/a,平行断层方向滑动亏损速率约为4.6 mm/a;在12~16 km处闭锁比例约为0.83,垂直断层方向滑动亏损速率约为1.2 mm/a,平行断层方向滑动亏损速率约为3.8 mm/a;在16~21 km处闭锁比例约为0.75,垂直断层方向滑动亏损速率约为1.1 mm/a,平行断层方向滑动亏损速率约为3.5 mm/a.在21~24 km处整条断裂均逐步转变为蠕滑.上述反演结果与区域应变计算获得的龙门山断裂带中北段整体应变积累速率较低、南段应变积累速率较高相一致,均表明中北段闭锁程度高、南段闭锁程度稍低,该特征可以较好地解释汶川地震时从震中向北东向单向破裂现象.     

沂沭断裂带构造区光弹实验与地震危险区判定研究

在对沂沭断裂带的地质构造环境、断裂带分布特征进行详细分析的基础上,采用聚碳酸酯材料制成沂沭断裂带构造区域的地质模型,分别运用集中、2点和均布等加载方式,使用光弹实验方法模拟特定构造框架下应力、应变场的变化特征。通过对光弹实验数据的分析,在对比不同加载方式下应力积累区域和地震危险区的基础上判定沂沭断裂带构造区中的地震危险区域。