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Table of Content

    22 January 2009, Volume 31 Issue 1
    Brief Report
    DEFORMATION STYLES OF THE NORTHERNMOST SURFACE RUPTURE ZONE OF THE MS 8.0 WENCHUAN EARTHQUAKE
    LI Chuan-you, WEI Zhan-yu
    2009, 31(1):  1-8.  DOI: 10.3969/j.issn.0253-4967.2009.01.001
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    Field investigations on the 2008 surface rupture north to Shikan village show that the surface rupture is still significant in this section.The surface rupture changes its strike at the north of the town of Shikan and does not follow the previously mapped thrust which was initially considered the location the rupture traversed.Nevertheless,clear morphological expressions suggest repeated coseismic displacements along the fault trace the 2008 earthquake rupture followed.Contrast to the previous work,another 12-km-long rupture was found.It runs between Shikan town and Woqian village,trends 15°~45°,and shows thrusting with dextral slipping.The relatively large vertical and dextral strike-slip displacements of 2.1m and 3.0m respectively at Kuangpingzi do not suggest that co-seismic slip diminished gradually from a high value to a low one.The increased component of strike slip may suggest that the rupture ended as a strike-slip mode.Field observations suggest that the rupture terminates at the southwest of the Donghekou village about 20km north to Woqian village.
    ACTIVE FAULT SURVEY OF THE WEIHE FAULT ZONE NEAR LOESS-COVERED TERRACE SCARP
    SHI Ya-qin, FENG Xi-jie, CHONG Jin, BIAN Ju-mei, ZHANG An-liang, XU Guo-chang, DAI Wang-qiang, LI Xiao-ni
    2009, 31(1):  9-21.  DOI: 10.3969/j.issn.0253-4967.2009.01.002
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    Based on the survey and study of active faults at three sites,i.e.Yaodian,Shiheyang and Dujiapu on the north bank of Weihe River in Xianyang,Shaanxi,this paper probes into the methodology of survey of the loess-covered active faults coincident with terrace scarps,and presents the displacement amount of the Weihe Fault zone at Shiheyang in late Pleistocene.At Shiheyang,exploration of the Weihe Fault zone was carried out by means of shallow seismic prospecting,drilling,topographic analysis and age dating.The initial survey result showed a displacement of 17.94m of the stratum S1 on the Weihe Fault zone.The causes leading to this false result were mainly due to incorrect judgment on geomorphic unit,and followed by the so big spacing of drill holes that the subtle change of strata tilting due to erosion couldn't be seen.The drop of the same stratum at the profile detected at two drill holes far away from each other was mistaken for fault displacement.With the scarp caused by erosion added to the fault displacement,the fault throw was magnified.By densifying the drill holes to a spacing of 1.9m between holes,we get the displacement of the top of S1 to be only about 1.2m.At Yaodian,data are available,including the 200m deep drilling section data,the densified mid-deep drilling data and shallow seismic prospecting data.Drilling data with borehole spacing of 30m revealed an offset of 4.8m on the top of S1 by the Weihe Fault.Since the two holes were located at scarp change zone,the 4.8m height difference of the top of S1 might be the elevation difference of tilted terrain superimposed possibly with certain amount of faulting.The 30m hole spacing is too large to affirm that S1 has been faulted.The drilling section at Dujiapu was implemented at last,in which deficiencies in dealing with the first two ones were avoided.At this site,the shallow seismic methods couldn't be performed,therefore the fault was located by combining the deep drilling with shallow drilling at a hole spacing as small as possible(2~3m).In spite of the small borehole spacing,it was difficult to identify the displacement amount of the fault according to the paleosol layer S1,which is probably due to too small fault throw.All the explorations of fault at the above three sites have a certain deficiency in methodology,mainly in the depth and spacing of drill holes.The common shortcoming is that no deep trenches were excavated.If allowable,it would be better to verify the fault location and activity by trenching.The above results show that the exploration of loess-covered active faults coincident with terrace scarps shall be carried out with comprehensive method combining topographic analysis,shallow seismic survey,drilling and trenching.Particularly for drilling exploration,deep,medium and shallow holes shall be combined in use with the medium and deep holes drilled to determine the location of faults at depth,and the shallow holes used to identify the location and activity of faults near surface.Due to river erosion,the fluvial deposition layer in terrace scarp zone is tilted.Aeolian paleosol layer draping over the tilted layer is tilted too.As a result,the spacing between holes must be small(2~3m preferable)when such strata are used to identify the location and movement of faults.Excessive spacing may lead to the addition of the height of erosion-formed scarp to the fault offset,thus greatly overstating the later.It is highly recommended to make verification by trenching in the end.The above exploration results show that the Weihe Fault zone coincides with the scarps of the third terrace at Yaodian,Shiheyang and Dujiapu.The displacements associated with faulting only have a small proportion of the terrace scarp and the 1~2m offset of the first late Pleistocene paleosol layer by faulting is much less than the difference in elevation of terrace surface.The previously thought 4.8m and 17.94m displacements are incorrect.
    SHEAR WAVE GENERATED BY AIRGUNS IN A RESERVOIR AND ITS SPLITTING
    ZHANG Wei, DAI Heng-chang, LI Xiang-yang, CHEN Qi-fu, CHEN Han-lin, CHEN Yong
    2009, 31(1):  22-33.  DOI: 10.3969/j.issn.0253-4967.2009.01.003
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    Shear wave splitting is a possible method for earthquake stress-forecasting.We applied shear wave splitting analysis to a seismic dataset generated by airguns in a reservoir.We found that the seismic data contains shear waves(Sg and SmS).The shear waves are converted at the water-solid interface from P-waves generated by the airgun source,and the energy of the converted shear wave is equivalent to the energy released by a ML 1.6 earthquake.We analyzed the data recorded by a seismic line deployed over the Yanshan uplift.The results show that the predominant polarizations of the fast shear wave are in the directions of NWW and NEE,which are affected by the characteristics of the local fault system.Using an airgun as a repeatable seismic source and recording the data at a fixed point,the variation of shear wave splitting parameters can indicate the variation of local stress-strain fields,and hence provides a method for earthquake stress-forecasting.
    THE METHOD FOR INFERRING A BURIED FAULT FROM RESISTIVITY TOMOGRAMS AND ITS TYPICAL ELECTRICAL FEATURES
    ZHU Tao, FENG Rui, ZHOU Jian-guo, HAO Jin-qi, WANG Hua-lin, WANG Shuo-qing
    2009, 31(1):  34-43.  DOI: 10.3969/j.issn.0253-4967.2009.01.004
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    After the test detection of shallow buried fault in urban areas in the past a few years,progress has been made in resistivity tomography.According to the test results obtained from Olympic Park,Beijing,Shandong Province,Gansu Province and Shanxi Province,we have generalized the method and process for inferring the discontinuity of electrical structure(DES)reflecting a buried fault in urban areas from resistivity tomograms and its typical electrical features.In general,the layered feature of electrical structure is analyzed first of all for defining preliminarily whether a DES exists in the target area or not.Then the contours of resistivity in resistivity tomogram are analyzed from the deep to the shallow part.If they extend upwardly from the deeper part to shallower one and shape into the integral dislocation,great flexure(convergence)or gradient zone,it would indicate there exists the DES reflecting a buried fault.At last,horizontal tracking needs to be carried out for defining the trend of the DES reflecting a buried fault.DES can be divided into three types-type AB,ABA and AC.In the present paper,the Zhangdian-Renhe Fault system in Zibo City is taken as an example for illustrating how to use the method to infer the location and spatial distribution of a target fault.Geologic drill holes are placed based on our research results,and the drilling logs testify that our results are correct.However,the method of this paper is not exclusive and inflexible.It is expected to provide reference and help for inferring the shallow buried fault in urban areas from resistivity tomograms in the future.
    FT DATING OF FAULT ROCKS IN THE CENTRAL-SOUTHERN SECTION OF THE RED RIVER FAULT ZONE AND ITS GEOLOGICAL IMPLICATIONS
    ZHANG Bing-liang, LIU Rui-xun, XIANG Hong-fa, WAN Jing-lin, HUANG Xiong-nan
    2009, 31(1):  44-56.  DOI: 10.3969/j.issn.0253-4967.2009.01.005
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    We have studied the variations of microstructures associated with the motion transformation in the central-southern section of the Red River Fault.Our work includes careful observation of microstructures of the 18 mylonite,12 breccia,10 cataclasite,and 8 sandy conglomerate samples from the fault,some of which are dated by the fission track in apatite(FT)method.Meanwhile,fault slip data are used to infer tectonic stress tensors.The results show that the microstructure of mylonite is indicative of left-slip during the early stage of movement of the Red River Fault.The FT ages of the mylonite and undeformed sandy conglomerate exceed 20Ma,implying a thermal event occurred on the Red River Fault at that time.The microstructure of catalsite and breccia shows the right-slip during the late period of the fault movement.These features and FT ages(9.9~12.7,6.8~8.4,2~4.6Ma BP)suggest that the Red River Fault has experienced three dislocation events since the Miocene.The first is indicated by broken mylonite with compressive microstructure,and fault occurrence and slickenlines on the fault plane plunging both less than 30°,indicative of dominant strike-slip,and an activity age of 9.9~12.7Ma.The second has slickenlines plunging between 35°~45°(42° on average),implying dominant right-lateral slip with normal faulting component,which occurred during 6.8~8.4Ma.And the third event is featured by slickenlines plunging 35°~70°(65° on average),meaning normal faulting with a strike-slip component,which happened probably during 2.0~4.6Ma BP.
    APPLICATION OF HIGH-RESOLUTION SEISMIC REFRACTION TECHNOLOGY IN INAPPLICABLE AREA OF SHALLOW REFLECTION SURVEY:EXAMPLES OF SHALLOW SEISMIC EXPLORATION FOR ACTIVE FAULT IN LANZHOU CITY
    YANG Zhuo-xin, YUAN Dao-yang, DUAN Yong-hong, XU Zhao-fan, JIA Shi-xu, FENG Shao-ying
    2009, 31(1):  57-68.  DOI: 10.3969/j.issn.0253-4967.2009.01.006
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    Shallow seismic reflection method is a commonly used technique in urban active fault detection,however,special geotectonic environment may sometimes make reflection survey inapplicable.In such cases,high-resolution seismic refraction could be a feasible option.In this study,we use the finite difference method as the main technique and the conventional methods of refraction data interpretation as auxiliary means in the interpretation of high-resolution shallow refraction data for active fault detection in Lanzhou area.After a comprehensive analysis of first-break refraction travel-time characteristics,the velocity structure and interface structure along each profile have been obtained.A detailed description of the detection results from SS04-1 and SS11-2 seismic profiles is presented in this paper.The main stratigraphic interfaces and tectonic features identified by the two profiles are quite consistent with the results from drilling surveys along the profiles.Our results indicate that high-resolution seismic refraction is an effective replacement in areas where reflection seismic survey is hard to carry out.
    SIMULATIONS OF THE NEAR-FAULT STRONG GROUND MOTION OF THE 1679 SANHE-PINGGU M 8 EARTHQUAKE
    PAN Bo, XU Jian-dong, LIU Qi-fang
    2009, 31(1):  69-83.  DOI: 10.3969/j.issn.0253-4967.2009.01.007
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    On the basis of previous study of the 1679 Sanhe-Pinggu(M 8.0)earthquake,which is the biggest event in history ever recorded in Beijing and its adjacent area,we performed a 3-D strong ground motion simulation by utilizing explicit and decoupled finite element method to study the velocity history of ground point and the distributions of peak ground velocity in Beijing region.In the paper,earthquake source models of 1679 Sanhe-Pinggu(M8.0)earthquake are established and the corresponding parameters are given according to the data from history records,field geologic surveys,the study of regional earthquakes and empirical correlation.Meanwhile,by using the twelve profiles and sediment contour maps of Quaternary and Tertiary deposits in the study area,we established the transmission medium model.Then,applying a three-dimensional finite element computing program of near-fault strong ground motion and parallel computation technique developed by the Institute of Engineering Mechanics,China Earthquake Administration,the peak ground velocity and the velocity history of 32,400 observation points on the ground surface in Beijing area are simulated.In our computation model,the earthquake source is 3km in depth and composed of 49280.5km?0.5km grids.The transmission medium model comprises thirty-six different character parts.With the grid spacing of 0.08km,a total of 2.187?107 grids are generated.Using a time step of 0.005 seconds we calculated the peak ground velocity and velocity history of observation points for 60 seconds duration time.In order to verify the simulation result,we selected and analyzed twenty-four velocity histories of observation points which were along two beelines and a contour map of horizontal peak ground velocity.After the analysis of the simulation results,we found the results are well in accordance with the historical records of the 1679 Sanhe-Pinggu(M 8.0)earthquake and the characteristics of near-fault strong ground motion,which were observed in the great earthquakes.The results from our simulation and analysis suggest that the source parameters and transmission medium parameters in our model are suitable and the explicit and decoupled finite element method is applicable to estimate the distribution of strong ground motion in the study region.
    FRICTIONAL SLIDING OF PYROXENE AND PLAGIOCLASE GOUGES UNDER HYDROTHERMAL CONDITIONS
    LUO Li, HE Chang-rong
    2009, 31(1):  84-96.  DOI: 10.3969/j.issn.0253-4967.2009.01.008
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    As frictional sliding of rocks is closely related to faulting and earthquake activities,it is essential to properly describe its constitutive relations.Dieterich proposed a preliminary rate-dependent constitutive law based on his experimental studies.After the refinement by Ruina,the constitutive relation has come to the form that we are currently familiar with,known as the rate-and state-dependent constitutive laws.The parameter a-b in the friction laws has been shown to be important in controlling the stability of frictional sliding.Analysis of small perturbation around a steady state for a spring-slider system(linear analysis)shows that the system is stable no mater how much the stiffness is in the condition of velocity strengthening(a-b>0);and sliding instability occurs only in the condition of velocity weakening(a-b<0).Under the framework of rate-and state-dependent friction laws,recent experimental work has been performed on gabbro gouge under both dry and hydrothermal conditions.This work is to study the different contributions of major mineral constituents of gabbro to the overall sliding behaviour of gabbro gouge under hydrothermal conditions.The experiments were conducted on pyroxene and plagioclase gouges separated from a gabbro rock sample with a triaxial system using gas as the pressure medium.A mineral powder layer of 1 mm thick was placed along an inclined saw-cut in a 20-mm-dia~meter cylinder sample to simulate a fault with gouge.The experiments were mainly conducted under pore pressure of 30MPa and effective normal stress of 200MPa and a series of experiments of plagioclase under effective confining pressure of 100MPa were also conducted for testing the reproducibility.At temperatures up to 607℃,standard slip rate steps switching between 1.22μm/s and 0.122μm/s were applied to obtain the rate dependence of friction.Slower rate steps switching between 0.224μm/s and 0.0488μm/s were also applied to explore possible change of sliding behaviour in slow slip rates.The steady state rate dependence a-b of plagioclase shows only negative values,and the steady state rate dependence of pyroxene gouge is negative in most of the temperature range except that at~200℃.Both of these results are quite different from the results of gabbro gouge documented in a previous study.Accordingly,the velocity-strengthening behavior of gabbro gouge above 510℃ may be caused by the presence of minor minerals such as hornblende,mica,and others in gabbro.Values of friction coefficient were picked for comparison.For plagioclase gouge,the friction coefficient shows an increasing trend with increasing temperature in the low temperature range and a decreasing trend with increasing temperature in the higher temperature range.The maximum is attained at~300℃.For pyroxene gouge,the coefficient has no systematic variation due to temperature elevation and varies around an average of 0.74.The results under hydrothermal conditions in this study are radically different from the oven-dried case in a previous study,and this indicates that water has a strong influence on the stability of frictional sliding.
    THE SIMULATION OF BACKGROUND CRUSTAL DEFORMATION FIELD OF THE MS 8.1 KUNLUN EARTHQUAKE OF 2001
    CHENG Jia, GAN Wei-jun, WANG Ze-he, CHEN Wei-tao, XIAO Gen-ru
    2009, 31(1):  97-111.  DOI: 10.3969/j.issn.0253-4967.2009.01.009
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    Using the GPS velocity data of 27 stations around the East Kunlun Fault as restraints,we first inversed the slip rates of the eastern Kunlun Fault,the northern margin fault of Qaidam Basin,the Mani-Yushu Fault and the Maergaichaka Fault before the MS 8.1 west Kunlun Mountains Pass earthquake with 3-D elastic half-space dislocation model.The deformation field calculated from these faults' slip movement can be considered as the background deformation field before the MS 8.1 Kunlun earthquake.Based on the tectonically meaningful data of the background deformation field,we calculated the strain field and seismic moment accumulation rate field.The results show that there are two obvious regions of high moment accumulation rates,one is just in the Xidatan-Dongdatan segment of East Kunlun Fault where the MS 8.1 earthquake happened in 2001.
    GRAIN-SIZE CHARACTERISTICS OF THE SIHAI TEPHRA SHEET AND THEIR GEOLOGICAL IMPLICATIONS
    LIU Qiang, WEI Hai-quan, XU Jian-dong, LUAN Peng, SUN Chun-qiang, PAN Bo, ZHAO Bo, YU Hong-mei
    2009, 31(1):  112-121.  DOI: 10.3969/j.issn.0253-4967.2009.01.010
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    The Sihai Tephra Sheet(STS)was formed by the youngest eruption of Longgang volcanic area.The basaltic air fall deposit of this eruption composed the Jinlongdingzi scoria cone and the fallout tephra sheet east of the volcano,near Hongqilinchang in Huinan county and Sihailinchang in Jingyu county.This eruption is considered as Sub-Plinian eruption by using Walker G P L's method.It suggests that the strength of Jinlongdingzi volcano eruption was large.The cumulative frequency plots area shows a good coordination with its concentrated area,as well as a straight right-hand uprising tendency,which indicates a similar sorting process due to gravity during its transportation and setting down.The proximal samples have more coarse grains while the distal part becomes fine-rich as the distance from the vent increased.Although the samples from the other scoria cones are taken from near the vent,the enrichment tendency of the fine material becomes more gentle and have a bigger mass fraction during φ<0,which suggests that the eruption strength of the other volcanoes are obviously smaller than that of the STS.Comparing the distribution feature of the STS with that of Tianchi volcano one can see that the slopes of the Tianchi fallout changes less while the slopes of STS have an obvious variation.The averaged maximum diameter of the STS is smaller than that of Tianchi but the coarse particle proportion of the STS is bigger than that of Tianchi.The up-rise tendency of the fine particles from the STS is not as high as that the samples from the Tianchi volcano,which indicates that the explosivity of the STS is less than that of Tianchi.
    SEISMIC MOTION ATTENUATION RELATION IN JIANGXI PROVINCE AND ITS ADJACENT AREAS
    LÜ Jian, YU Yan-xiang, TANG Lan-rong, GAO Jian-hua, LU Fu-shui
    2009, 31(1):  122-132.  DOI: 10.3969/j.issn.0253-4967.2009.01.011
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    Based on the establishment of the intensity attenuation relation of Jiangxi Province and its adjacent areas by analyzing isoseismic line data,we develop the attenuation relations for horizontal peak ground acceleration and response spectrum of the areas by selecting the west of USA as the reference region and using the transforming method.In comparison with the seismic motion attenuation relation of eastern China,the result better represents the features of historic and modern earthquake damage distribution in the area,and may contribute to seismic safety evaluation,earthquake damage prediction and fast loss assessment.
    THE RESEARCH AND APPLICATION OF INVERSION AND RECONSTRUCTION OF WELL-LOG ACOUSTIC TRAVEL TIMES
    SONG Wei-qi, CHEN Wei
    2009, 31(1):  133-140.  DOI: 10.3969/j.issn.0253-4967.2009.01.012
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    Using well-log acoustic travel time,natural potential and GR data,the paper reconstructs the travel time of acoustic waves,analyzes the mechanism difference of response of geological body to the three curves,provides correction method for relative depth shift of these curves,and studies the covariance matrix eigenvector filtering approach for de-noising of multiple log curves.On the basis of the above researches,we reconstruct the acoustic travel-time curves based on wavelet multi-scale decomposition.After analyzing the characters of useful signal and noise of wavelet decomposition under various scales with the three curves,we filtered the high frequency part of multi-scale decomposition results of the three curves using correlation filtering technique at adjacent decomposition scales.To ensure the trueness of the reconstructed log curve,we analyzed thoroughly the redundancy(correlativity)and the incorrelativity of the multi-curve multi-scale decomposition results with eigenvalue techniques,and eventually realized the curve reconstruction.Comparison between the reconstructed curve with the drill-hole core log shows an obviously higher resolution of the former in distinguishing sandstone and mudstone.
    论文
    SEISMIC ACTIVITY AND STRESS STATE OF THE NORTHERN TANLU FAULT ZONE AND ITS ADJACENT AREAS
    GE Rong-feng, ZHANG Qing-long, XIE Guo-ai, XU Shi-yin, WANG Xi-yong, CHEN Juan
    2009, 31(1):  141-154.  DOI: 10.3969/j.issn.0253-4967.2009.01.013
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    1254 ML≥2.0 earthquakes from Jan.1964 to Jan.2008,191 focal mechanism solutions and 198 in-situ stress measurement data in the northern Tanlu Fault zone and its adjacent areas are collected to analyze the seismic activity,structural stress state and fault movement of the northern Tanlu Fault zone through the calculation of epicenter distribution,focal depth,strain release rate and the statistics of focal mechanism solutions and other stress data.The results indicate that the study area can be partitioned into four seismic belts or regions,namely the Sea of Japan to Changbai Mountains deep seismic belt,the northern Tanlu Fault seismic belt,the western margin of Songliao basin seismic belt and the inner Songliao basin seismic belt.The seismic activity of the northern Tanlu Fault zone is weak and inhomogeneous.The Yilan-Yitong Fault is more active than the Dunhua-Mishan Fault,and shows segmentation behavior that is stronger at both sides than the middle part.The maximal stress axis(P-axis) in the deep seismic belt trends 288° on average,dipping 31° and the main fault movement mode is reverse.Near the northern Tanlu Fault zone the P-axis mainly trends NEE-SWW,dipping 26° on average,the T-axis mainly trends NNW-SSE,dipping 23° on average and the main fault movement mode is strike-slip with reverse.The maximal stress axis presents an obvious difference between the shallow and deep earthquake belts,resulting probably from the influence of the secondary stress field derived from the dextral strike-slip of the northern Tanlu Fault zone under the NWW compression due to the low-angle high-speed subduction of the western Pacific plate.
    Brief Report
    COMPARATIVE STUDY ON ELECTRICAL IMAGING AND TRENCHING OF THE WANYAOGOU FAULT IN URUMQI
    WU Chuan-yong, TAN Ming, SHEN Jun, LIU Jing-yuan
    2009, 31(1):  155-161.  DOI: 10.3969/j.issn.0253-4967.2009.01.014
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    The Wanyaogou Fault dislocates the Jurassic sandstone.The tilted bedrock becomes a natural barrier to the groundwater,and a water-rich stratum formed in the footwall which caused obvious resistance difference between the two walls of the fault.The electrical imaging is an effective way to detect the fault on this condition.The experimental electrical resistivity tomography survey was conducted to detect the Wanyaogao Fault.The results of 2-D resistivity inversion indicate that the electrical structures on both sides of the fault present obvious difference,the resistivity of the hanging wall is high,while that of the foot wall is low.And the interface of the high and low resistance regions inclines to the low resistance region.The electrical resistivity tomography survey was also conducted to detect other faults in Urmuqi which have similar tectonic characteristics with Wanyaogou Fault.And the electrical structures appear the similar abnormality.So the abnormal characteristic is an important indicator and basis for identification of fault in the Urumqi region.The faults in Urmuqi are almost all high-obliquity reverse faults.After comparing the electrical imaging with the trench section,we find the fault is not coincident with the borderline between the high and low resistance,but lies in the high resistance region.The fault inclination is reverse to the gradient direction of isolines.The fault location is near to the inflexion of the upper isolines.
    THE RE-VERIFICATION OF CHANGDE,HUNAN,EARTHQUAKE IN 1631
    DONG Rui-Shu, ZHOU Qing, CHEN Xiao-Li, DU Long, YU Hong-mei
    2009, 31(1):  162-173.  DOI: 10.3969/j.issn.0253-4967.2009.01.015
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    A destructive earthquake occurred around Changde,Hunan Province,south-central China in 1631.The previous research of this earthquake yielded 4 different epicenter locations and isoseismal intensity maps.The authors replotted the isoseismals of this event based on checking historical earthquake records,in which the intensity value of the innermost isoseismal is Ⅷ.We concluded that the depth of this earthquake is from 15km to 18km.The basic considerations of our conclusion are as follows:a.This earthquake occurred in an area of lacustrine and fluvial deposits,with the magnitude of M 61/2;b.The geometrical center of the innermost isoseismal is the epicenter;c.The depth of epicenter is about 15 to 18km,which is based on the statistical relation between magnitude,depth of the earthquake source and epicenter intensity as well as Xie's statistical result.Finally,the authors discussed the influences of different ground conditions on the textual research and identification of historical data.
    ACHIEVEMENTS AND LIMITATIONS OF 40Ar/39Ar DATING ON YOUNG VOLCANIC ROCKS
    YANG Lie-kun, WANG Fei, HE Huai-yu, SANG Hai-qing, WANG Ying-lan
    2009, 31(1):  174-185.  DOI: 10.3969/j.issn.0253-4967.2009.01.016
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    As the requirement of study on paleontology,paleoclimate,magma process,volcanic disasters and paleomagnetism,scientists pay more attention to the young volcanic rocks dating in recent years.In this paper we review the achievements of the 40Ar/39Ar dating on young volcanic rocks during the last 10 years,and compare the limitations and strengths of K-Ar,conventional 40Ar/39Ar and laser 40Ar/39Ar dating methods.As the development of 40Ar/39Ar dating relies on the technique improvement,we discuss the influence of the new noble gas mass spectrometer and the full automation of the dating system on the young volcanic dating.Neutron irradiation and flux monitor standard sample are important to get accurate age,so we talk about the neutron flux gradient of Beijing 49-2 reactor which we usually use for sample irradiation and choose the suitable standard for young volcanic sample.We also discuss the analytical error and its sources in detail according to the experience in young volcanic rocks dating.The analytical precision of 36Ar,system blank and mass discrimination are the 3 main internal factors influencing the precise dating of young volcanic rocks.We give two graphs to illustrate the fact and some suggestions to solve this problem.At last,we talk about the problems of 40Ar/39Ar dating on young volcanic rocks and what we should do to solve these problems in the future.The improvement of accuracy and precision of 40Ar/39Ar dating of young volcanic rocks will make it a more widely used technique and play a more important role in Quaternary geosciences.
    CONTRAST ANALYSIS OF EFFECT OF SITE CONDITION ON THE MAXIMUM OF DESIGN RESPONSE SPECTRA
    ZHAO Yan, GUO Ming-zhu, LI Hua-ming, WANG Wen-zhong
    2009, 31(1):  186-196.  DOI: 10.3969/j.issn.0253-4967.2009.01.017
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    The present situation of research on the effect of site condition on the maximum of design response spectra in China is introduced and analyzed in this paper.The methods used by various researchers and conclusions gained by them are contrasted,then differences existing in them are pointed out.Comparison of these methods shows the differences in four aspects,i.e.1)criteria for site categorization;2)origin of earthquake records used;3)basis for determining the ground motion intensity;and 4)site categorization standard referenced in calculating site coefficient.Meanwhile,we find that the range of the site category Ⅳ in Code for Seismic Design of Building in Chins is too small,so it is necessary to be adjusted.The above analysis and comparison indicate that it will be more reasonable to categorize the ground motion intensity with the peak ground acceleration of site category II and take the effective peak acceleration(EPA)as the calculation standard.In the end of this paper,categorization is done for the available sites based on the actual earthquake records,the current site categorization criteria in China and the geological section map of each station,and a set of empirical coefficients are suggested for the determination of maximum of design response spectra for sites of different categories upon calculating the EPA of different category sites and analyzing the results.
    SABO WORKS IN JAPAN
    CHEN Xiao-li
    2009, 31(1):  197-205.  DOI: 10.3969/j.issn.0253-4967.2009.01.018
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    Sediment related disasters,such as debris flow,landslide,slope failure etc.,always cause tremendous damages to lives and properties of people,deteriorate living environments and block the economic development.How to prevent such destructive sediment disasters and mitigate the damages is still a big problem facing the human beings.Japan is a country suffering many kinds of natural disasters,and amongst them,sediment related disasters occupy lots of the losing.From long time ago,Japanese government began to take measures against sediment related disasters,controlling erosion and sediment.Today,these elaborate and costly works are called Sabo works.Sabo is an effort to prevent sediment related disasters,realize the symbiosis between the nature and humans and renew vitality of the area.Due to different purposes,there are many kinds of Sabo works,and they are practically effective.For example,the 2004 Niigata Earthquake caused serious sediment related disasters,but by taking the correct countermeasures,this region has been renewed same as before the earthquake.Almost the same as Japan,China is also a place where many natural disasters are overwhelming,such as the big Wenchuan earthquake on 12 May,2008 which caused numerous landslides and collapse and damaged this region severely.Now we are facing the reconstruction and have to solve many problems relating to the sediment disaster.For this purpose,this paper introduces applications of SABO works in Japan.Through this,the author sincerely hopes it would be useful for the reconstruction works in the damaged area,and it would be helpful for sediment related disaster mitigation in China.