共查询到20条相似文献，搜索用时 31 毫秒
1.
Preliminary investigation of some large landslides triggered by the 2008 Wenchuan earthquake, Sichuan Province, China 总被引：14，自引：5，他引：9
Fawu Wang Qiangong Cheng Lynn Highland Masakatsu Miyajima Huabin Wang Changgen Yan 《Landslides》2009,6(1):47-54
The M
s 8.0 Wenchuan earthquake or “Great Sichuan Earthquake” occurred at 14:28 p.m. local time on 12 May 2008 in Sichuan Province, China. Damage by earthquake-induced landslides was an important part of the
total earthquake damage. This report presents preliminary observations on the Hongyan Resort slide located southwest of the
main epicenter, shallow mountain surface failures in Xuankou village of Yingxiu Town, the Jiufengchun slide near Longmenshan
Town, the Hongsong Hydro-power Station slide near Hongbai Town, the Xiaojiaqiao slide in Chaping Town, two landslides in Beichuan
County-town which destroyed a large part of the town, and the Donghekou and Shibangou slides in Qingchuan County which formed
the second biggest landslide lake formed in this earthquake. The influences of seismic, topographic, geologic, and hydro-geologic
conditions are discussed. 相似文献
2.
Increased correlation range of seismicity before large events manifested by earthquake chains 总被引：1，自引：0，他引：1
“Earthquake chains” are clusters of moderate-size earthquakes which extend over large distances and are formed by statistically rare pairs of events that are close in space and time (“neighbors”). Earthquake chains are supposed to be precursors of large earthquakes with lead times of a few months. Here we substantiate this hypothesis by mass testing it using a random earthquake catalog. Also, we study stability under variation of parameters and some properties of the chains. We found two invariant parameters: they characterize the spatial and energy scales of earthquake correlation. Both parameters of the chains show good correlation with the magnitudes of the earthquakes they precede. Earthquake chains are known as the first stage of the earthquake prediction algorithm reverse tracing of precursors (RTP) now tested in forward prediction. A discussion of the complete RTP algorithm is outside the scope of this paper, but the results presented here are important to substantiate the RTP approach. 相似文献
3.
汶川地震遗迹旅游资源分类及特色评价 总被引：5，自引：1，他引：4
汶川地震造就了大量地震遗迹景观, 成为了地震科学研究及旅游开发活动的重要资源基础。对地震遗迹景观分类没有形成统一的认识, 广义与狭义视角并存, 两分法与一分法并现。充分考虑地震遗迹旅游资源成因及景观特征, 强调地震活动对地震遗迹旅游资源成景过程的影响及响应, 将其分为2个景观型, 4个景观域、6个景观段、13个景观元及若干典型地震遗迹景观; 重点介绍了北川县城地震遗址、都汶公路百花大桥、都江堰虹口深溪沟地表破裂、北川县唐家山堰塞湖、北川县城城西滑坡遗迹等典型地震遗迹旅游资源; 提炼出“国际意义的地质科学研究对象、全球吸引力的典型地震遗迹、国际品质的地震遗迹旅游资源开发条件、世界级震撼力的地震灾难性事件”四大特色。研究结论有利于地震遗迹旅游资源的保护及震区旅游恢复重建, 为高烈度山区地震专项旅游产品开发提供科学依据。 相似文献
4.
关于地震现场工作队应急演练的探讨 总被引：1，自引：0，他引：1
本文主要探讨了地震现场工作队应急演练的科目、场所、规模及演练方案的编写。提出了相关演练的概念。本文还对地震现场工作队的演练流程、演练方案内容、演练的策略、演练评价及追踪作了相应的阐述。 相似文献
5.
6.
地震预警系统的发展、应用及启示 总被引：4，自引：0，他引：4
从相关概念入手,引出地震预警,分析预测、预报、预警之间的概念差异,认为地震预警是地震已经发生后的及时警报,而不是地震还未发生前的预测或预报。地震预警的基本原理是波速差,当前国际上典型的地震预警系统,如墨西哥城地震预警系统SAS、日本地震早期预警系统EEW及铁路地震预警系统UrEDAS、美国加州地震预警系统ElarmS、中国台湾地震速报系统等,已经在防震减灾领域及重大工程（如水坝、核电站）中得到发展和应用。尽管如此,地震预警系统目前仍处于发展阶段,其本身还存在缺陷,如误报、迟报等,但是在实践中预警系统还是有很大的潜在效益,也有效地解决了一些问题。5?12汶川大地震之后,中国也已准备开始尝试建立类似的地震预警系统。依据地震预警系统的特点并结合中国的实际情况,从基础的断层研究、地震台网建设、信息如何发布等方面对地震预警系统建设的相关问题进行了思考。 相似文献
7.
We propose that the brittle-ductile transition(BDT) controls the seismic cycle.In particular,the movements detected by space geodesy record the steady state deformation in the ductile lower crust,whereas the stick-slip behavior of the brittle upper crust is constrained by its larger friction.GPS data allow analyzing the strain rate along active plate boundaries.In all tectonic settings,we propose that earthquakes primarily occur along active fault segments characterized by relative minima of strain rate,segments which are locked or slowly creeping.We discuss regional examples where large earthquakes happened in areas of relative low strain rate.Regardless the tectonic style,the interseismic stress and strain pattern inverts during the coseismic stage.Where a dilated band formed during the interseismic stage,this will be shortened at the coseismic stage,and vice-versa what was previously shortened,it will be dilated.The interseismic energy accumulation and the coseismic expenditure rather depend on the tectonic setting(extensional,contractional,or strike-slip).The gravitational potential energy dominates along normal faults,whereas the elastic energy prevails for thrust earthquakes and performs work against the gravity force.The energy budget in strike-slip tectonic setting is also primarily due elastic energy.Therefore,precursors may be different as a function of the tectonic setting.In this model,with a given displacement,the magnitude of an earthquake results from the coseismic slip of the deformed volume above the BDT rather than only on the fault length,and it also depends on the fault kinematics. 相似文献
8.
The assessment of the loss potential caused by natural perils is a very important task for all insurance companies working in hazard-prone markets. It has to be based on two crucial items: the frequency of events and the investigation of their effects on the insured portfolio.This article deals with the second aspect, i.e. an evaluation of the insured damage caused by two earthquakes, namely those occurring near Albstadt, Germany, on 3 September 1978, and in central Chile on 3 March 1985. The results of the analysis of the earthquake in central Chile enable the mean damage ratio (damage in relation to the value) to be related to the height and the type of construction of the buildings affected. The Albstadt earthquake data permit an illustration of the effects of the type of subsoil on the mean damage ratio. The damage to individual buildings can be described by a lognormal distribution. Possible applications of these results are mentioned. 相似文献
9.
汶川地震滑坡与地震参数及地质地貌因素之间的相关关系 总被引：4，自引：0，他引：4
在对汶川地震诱发的典型滑坡进行野外调查和相关资料收集、分析和整理的基础上,对汶川地震滑坡与地震参数及坡度、岩土体特性等地质地貌因素之间的相关关系进行了统计分析。结果表明: (1)汶川地震滑坡主要发生在Ⅶ～Ⅺ烈度区, Ⅵ度及以下烈度区中发生的滑坡较少; (2)汶川地震滑坡主要发生在距震中300km的范围内,且距震中200km的范围内滑坡分布最为集中; (3)汶川地震滑坡的易发斜坡坡度为30～50,其中30～40是汶川地震滑坡发育最为敏感的坡度; (4)汶川地震滑坡主要发生在600～1500m的高程范围内,在600～1000m高程范围内的中低山和丘陵区滑坡分布最为集中; (5)砂泥岩、板岩、片岩、千枚岩等软岩类和土质类岩性是汶川地震滑坡的易发岩性,其次是软硬岩组合类,在统计的47个典型滑坡中,花岗岩、碳酸盐岩等硬岩类中发生的滑坡最少,而且由汶川地震直接导致复活的老滑坡也比较少。 相似文献
10.
The occurrence of earthquake swarms is typically related to magmatic activity in volcanoes, yet swarms are also common in other intracontinental regions such as continental rifts. We present here a summary of geophysical observations that have been made in earthquake swarm areas of the Rio Grande, Kenya, and Eger rifts, focusing on characteristic parameters for the origin and generation of the swarm earthquakes.Our compilation of seismological parameters such as spatial distribution and focal parameters of hypocenters, magnitude statistics, and the location of the swarm centres in the rift environments reveals major similarities. The earthquake swarms take place at shallow depth between 0 and 10 km. The maximum magnitudes are mostly less than 4.5. The b-values, indicating the magnitude frequency relation of the seismicity, are about 0.8. They are hence not deviating from a normal non-volcanic intraplate environment, but are considerably lower than those of volcanic earthquake swarms. Focal mechanism studies give uniform pictures of stress field orientation and faulting style for the swarm areas. In all three rifts, the centres of swarm activity seem to be restricted to rift valley sections that may be influenced by large-scale fracture or shear zones that intersect the rifts. We conclude that these deep-reaching zones of weakness allow intrusions of upper mantle material into crustal layers, where magma-related fluids or fluctuations of the magma bodies themselves cause the generation of earthquake swarms. 相似文献
11.
Robert L. Kovach 《Natural Hazards》1988,1(3):245-254
An estimate of the maximum macroseismic intensities and ground accelerations which might be expected for the Hashemite Kingdom of Jordan is made. The inferred maximum magnitudes lie in the range of 6.1 to 7.3 although the possibility that larger earthquakes can occur with long recurrence times cannot be precluded. Peak horizontal accelerations in the range of 0.4 to 0.5 g can be expected in Jordan. Probabilistic estimates indicate that the odds are about even (50-50) that an earthquake with a magnitude of at least 6 will occur within 80 years. 相似文献
12.
We revisit the April 1979 Montenegro earthquake sequence to invert for finite-fault slip models for the mainshock of 15 April 1979 (Mw 7.1) and of the strongest aftershock of 24 May 1979 (Mw 6.2) using P, SH and SV waveforms, retrieved from IRIS data center. We also used body waveform modelling inversion to confirm the focal mechanism of the mainshock as a pure thrust mechanism and rule out the existence of considerable strike slip component in the motion. The mainshock occurred along a shallow (depth 7 km), low angle (14°) thrust fault, parallel to the coastline and dipping to the NE. Our preferred slip distribution model for the mainshock indicates that rupture initiated from SE and propagated towards NW, with a speed of 2.0 km/s. Moment was released in a main slip patch, confined in an area of L 50 km × W 23 km. The maximum slip ( 2.7 m) occurred 30 km to the NW of the hypocenter (location of rupture initiation). The average slip is 49 cm and the total moment release over the fault is 4.38e19 Nm. The slip model adequately fits the distribution of the Mw ≥ 4.3 aftershocks, as most of them are located in the regions of the fault plane that did not slip during the mainshock. The 24 May 1979 (Mw 6.2) strongest aftershock occurred 40 km NW of the mainshock. Our preferred slip model for this event showed a characteristic two-lobe pattern, where each lobe is 7.5 × 7.5 km2. Rupture initiated in the NW lobe, where the slip obtained its maximum value of 45 cm, very close to the hypocenter, and propagated towards the south-eastern lobe where it reached another maximum value — for this lobe — of 30 cm, approximately 10 km away from the hypocenter. To indirectly validate our slip models we produced synthetic PGV maps (Shake maps) and we compared our predictions with observations of ground shaking from strong motion records. All comparisons were made for rock soil conditions and in general our slip models adequately fit the observations especially at the closest stations where the shaking was considerably stronger. Through the search of the parameter space for our inversions we obtained an optimum location for the mainshock at 42.04°N and 19.21° E and we also observed that better fit to the observations was obtained when the fault was modeled as a blind thrust fault. 相似文献
13.
Seismotectonic parameters including the Gutenberg-Richter b-value and multifractal dimensions D2 and D15 of seismicity patterns (both spatial and temporal) were compared to GPS-derived maximum shear and dilatation strains measured in the Marmara Sea region of western Turkey along the Northern Anatolian Fault Zone (NAFZ). Comparisons of seismotectonic parameters and GPS-derived maximum shear and dilatation strain along the NAFZ in the vicinity of the 1999 M7.4 Izmit earthquake reveal a positive correlation (r = 0.5, p = 0.05) between average dilatation and the Gutenberg-Richter b-value. Significant negative correlation (r = − 0.56, p = 0.03 and r = − 0.56, p = 0.02) was also observed between the spatial fractal dimension D2 and GPS-derived maximum geodetic and shear strain. This relationship suggests that, as maximum geodetic and shear strains increase, seismicity becomes increasingly clustered.Anomalous interrelationships are observed in the Marmara Sea region prior to the Izmit event along a bend in the NAFZ near the eastern end of the Marmara Sea known as the Northern Boundary Fault (NBF). An asperity is located near the northwest end of the NBF. Along the 50-km length of the NBF, GPS strains become slightly compressive. The correlation between b-value and GPS-derived dilatation suggests that regions in compression have increased probability of larger magnitude rupture. The NBF appears to serve as an impediment to the transfer of strain from east to west along the NAFZ. Recurrence times for large earthquakes along the NBF are larger than in surrounding areas. Temporal clustering of seismicity in the vicinity of the NBF may represent foreshocks of an impending rupture. 相似文献
14.
15.
福州市是福建省会城市,1997年12月连续发生两次3级地震,福州市普遍有感影响较大。本文对该地震发震构造进行研究,认为北西向断裂构造为其发震构造。 相似文献
16.
本文根据长春市新构造特征,尤其是活动断裂带的强烈活动性和比较复杂的地震地质背景资料重点探讨本区可能发生的地震灾害,新立城水库溃坝引起的洪水灾害及地面塌陷灾害,圈定地震灾害的烈度区划、洪水灾害和地面塌陷灾害的范围,在此基础上进一步提出尽可能避免或减轻地质灾害的有力措施。这对于长春市城市规划、国民经济建设、工程地质等方面,有着重要的理论和实际意义。 相似文献
17.
As one of the most powerful tools to reduce the earthquake loss, the Earthquake Disaster Management [EDM] and Insurance [EI] have been highlighted and have had a great progress in many countries in recent years. Earthquake disaster management includes a series of contents, such as earthquake hazard and risk analysis, vulnerability analysis of building and infrastructure, earthquake aware training, and building the emergency response system. EI, which has been included in EDM after this practice has been done for many years, include these contents: insurance model, financing. This paper presents the development of china in EDM and EI. The main contents include: (1) the statue and trend of earthquake disaster management and insurance in china; (2) the progresses and new methods about the seismic risk zonation and vulnerability analysis, and the future developing trend, the application of GIS in earthquake disaster assessment is introduced; (3) the way and illustration in building the earthquake disaster e 相似文献
18.
利用中国地震台网（CSN）地震目录整理了1983年以来发生在新疆及邻区ML≥3．0的浅源地震,并在MapGIS平台下,运用数字地图技术,制作了分震级、分年份、分月份系列地震图谱,分析地震发生的时空特征,表明：新疆及邻区地震呈带状分布,自北往南可分为阿尔泰地震带、天山地震带、西昆仑地震带和阿尔金地震带;各地震带活动水平不同,前3条地震带在2003年出现地震次数最高值,具有近10年的活动周期,阿尔金地震带地震次数最高值出现在1993年,有约5年的活动周期;各地震带带内活动水平也有一定差异,帕米尔地区地震最为频繁;年内地震主要集中在2、5、8、10月4个月份。 相似文献
19.
20.
Water resources in residential areas are negatively affected by floods. In addition, many aquifers are contaminated as a result of urbanization. Great damage caused during earthquakes are partly attributed to the residential pattern which ignores the potential effect of groundwater. Hydrogeological and hydrological surveys must be carried out in the residential areas to determine the interaction between water and residential development of all types.Recent hydrogeological and hydrological investigations regarding the impact of urbanization were made for the city of Burdur (Turkey). To evaluate the effect of earthquakes on groundwater, groundwater isohypse and groundwater isopach maps were prepared showing most of the buildings within the Burdur city boundaries, which are in the areas where groundwater depth is less than 10 m. This is considered a critical depth for liquefaction during an earthquake. Lowering of the groundwater table has to be considered as one of the alternatives in reducing earthquake hazards. The chemical makeup of groundwater was also determined to consider its relationship to contamination and possible effects upon the foundations. Streams flowing across the Burdur residential area formed a flooding risk. Results of the peak flow analysis can be used to design improvements for the city. Maps of the best residential development areas have been prepared by using hydrological and hydrogeological results. 相似文献