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361.
叙述了地震科技档案的重要性,针对当前地震科技档案归档工作中存在的制度不健全、档案原始件归档难等问题,提出了全面提高档案意识、领导重视、全员参与、及时归档等几点建议,以避免档案流失,做到资源共享,使科技档案更好地服务于防震减灾事业。  相似文献   
362.
从贯彻实施防震减灾法律法规的实践入手,针对《防震减灾法》在河北省贯彻实施过程中存在的问题,进行分析探讨,提出了解决的对策,目的在于更进一步促进防震减灾工作的深入开展。  相似文献   
363.
INTRODUCTIONEarthquake sequence is a series of centralized earthquake events in space-time after a largerearthquake.Since these earthquake events occur in a small space and are sequential in one specialtime,their seismogenic structure,mediumcharacteristics and earthquake mechanisms must be similar.By studying one earthquake sequence,the seismic activitytrend after a large earthquake can beconjectured.Some characteristics of the earthquake source development process and physic states canal…  相似文献   
364.
INTRODUCTIONDigital seismological observation in China has had a significant development in recent years,especiallysince the last five years(Liu Ruifeng,et al.,2003).For further development,it isnecessarytoassessthe monitoringcapabilityof the existingseismological network.One of theimportantassessments is the estimation of regionalizedlocation accuracy.Upto present,several approaches have been proposed to assess the location accuracy,such asthe groundtruth event approach(e.g.,Lienert,199…  相似文献   
365.
INTRODUCTIONThe studied areaislocated mostlyinthe southeastern part of the North Chinafault block provinceat 28°~39°N, 112°~124°E, where the geologic tectonics is complex with frequent historicalmoderate-strong earthquakes .The 3Dvelocity images derived fromseismic tomography have enrichedthe knowledge about the deep structures of the crust and the upper mantle ,and by combining thespatial distribution of seismicity patterns ,we canfurther studythe relations of velocitystructure toth…  相似文献   
366.
INTRODUCTIONAs registered by the seismic network of the China Earthquake Administration and the regionalnetworkof Xizang(Tibet) Autonomous Region,anMS5·7 earthquaketook place between Bomi countyand Medog county, Tibet on August 18 , 2003·The China Earthquake Administration sent anearthquake site investigation team to the stricken region immediately after the earthquake . Theinvestigationteamconsistedjointly of personnel fromthe Earthquake Administration of Xizang (Tibet)Autonomo…  相似文献   
367.
INTRODUCTIONEarthquake induced byreservoir is a kind of crust motion andis an outcome of the joint functionof current crustal movement andreservoir storage .The cause of reservoir-induced earthquakesincludesthe decrease of strengthand elasticity modulus of rockonthe one hand,andthe decrease of friction offault surface because of water permeation onthe other .The more large-scale reservoirs built ,the more reservoir-induced earthquakes will happen.As iswell known,reservoir-induced earthqua…  相似文献   
368.
Influence of earthquakes on the stability of slopes   总被引:2,自引:0,他引:2  
Earthquakes are a major trigger for instability of natural and man-made slopes. Often the instability of slopes due to an earthquake causes more destruction and kills more people than the actual earthquake itself. A comparison is made between different methodologies to analyze the potential stability of slopes during earthquakes. Theoretically, it seems simple to calculate the stability of a slope during an earthquake. In reality, however, the stability is influenced by so many parameters that are either not known or which influence is so poorly known that a decent estimation of stability cannot be made. Offshore the situation is worse because proper data required for stability calculations are even less available than onshore. On- and offshore, erosion and weathering create continuously slopes that may become unstable during a future earthquake, offshore also sedimentation creates continuously new slopes. Another fundamental problem in stability analysis is the complicated and largely unknown behavior of seismic waves in three-dimensions in natural materials. The lack of accurate data and the unknown behavior of seismic waves in three-dimensions make estimations of slope stability during an earthquake unreliable.  相似文献   
369.
The Middle to Upper Ordovician siliciclastic succession in Central Bolivia provides excellent exposures of up to 1 m thick massive sandstone beds produced by liquefaction-induced sediment remobilisation. These fine-grained massive sandstones occur in shallow-marine nearshore facies that were deposited above storm wave base. Vertical to steeply inclined clastic dykes, which penetrate up to 1.5 m of the overlying sediment pile, feed into the basal parts of massive sandstone sheets. These dykes are interpreted as pathways used by liquefied sediment during upward-directed escape from a subsurface horizon. The relatively short lateral spacing of 5 to 25 m between the individual dykes initiated lateral coalescence of ejected individual sediment bodies. As a result, massive sandstone sheets formed and can be traced laterally over several kilometres. While undeformed sandy deposits contain between 5 to 10% dispersed clay the average clay content in massive sandstone sheets is ∼ 15%. The elongated, sometimes S-shaped form of the sandy, laminated fragments reflects squeezing during movement showing that they have been deformed under shear stress during flow. The axis of maximum elongation of the fragments indicates local flow direction. As the massive sandstone sheets are likely the products of seismic shocks they provide the first evidence of tectonic activity in this part of the basin during the Middle to Late Ordovician.  相似文献   
370.
This work studies the effects of long human habitation on site geotechnical conditions. It is focused on the city of Zefat that is located on the borders of the Dead Sea Transform in northern Israel. The city of Zefat, suffered severe damage and loss of life in historical earthquakes, as a consequence of earthquake induced landslides (EILS). In this work we evaluate the current EILS hazard for the city of Zefat using a GIS-based regional Newmark analysis, with calibration of the calculated Newmark displacement (representing EILS hazard) using maps of field evidence and historical documents testifying to slope instability that occurred in historical earthquakes.

We found that the core city of Zefat is built on a layered anthropogenic material, few meters deep which, was deposited as a result of more than 2000 years of human habitation. The anthropogenic material is mechanically weak, susceptible to slope failure and to amplification of seismic-shaking. It is responsible for the city's devastation in historical earthquakes and it is the source for the current high seismic hazard as well.

Our model shows that earthquakes of magnitudes (Mw) 5, 6 and 7 at distances of up to 10 km, 50 km and more than 100 km, respectively, are likely to induce landslides in the core city of Zefat. The current engineering status of the city is poor, and as a consequence severe damage and loss of life are expected in future earthquakes due to EILS, unless major engineering efforts are made. Cities in the Eastern Mediterranean with comparable long habitation histories (e.g., Jerusalem, Tiberias, Nablus, Amman) are expected to have similar geotechnical problems in their old sections and are advised to take appropriate engineering steps to reduce damage and loss of life in future earthquakes.

Evaluation of historical earthquake magnitudes based on reported local-damage may, however, lead to overestimated magnitudes where the damaged sites are built on anthropogenic talus (a common setting in the vicinity of the Dead Sea Transform).  相似文献   

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