地理探测器在判别滑坡稳定性影响因素中的应用     

支泽民  陈琼  张强  周强  刘峰贵  赵富昌  陈永萍 《中国地质灾害与防治学报》2021,32(2):19-26

高山峡谷区是滑坡灾害频发地区,随着气候变化和人类活动加剧,滑坡呈多发、频发态势。本文选择坐落于横断山高山峡谷区的西藏江达县作为研究区,利用野外调查获取的85个滑坡数据,选取坡度、河流密度、地貌类型、降水量、距断层距离、道路密度、地震动峰值加速度、岩性等8个稳定性影响因素,运用地理探测器对滑坡稳定性的影响因素进行了探测。结果表明:（1）按滑坡体体积划分等级,江达县滑坡主要以中、小型滑坡为主;按其稳定性划分,50%以上的滑坡处于稳定状态;按危险等级划分,以Ⅲ级、Ⅳ级为主;江达县滑坡主要沿河流与道路分布,全县地面调查发现85处滑坡全部分布于河流附近,其中71.76%的滑坡分布于道路两侧。（2）江达县滑坡稳定性的主要影响因子为地貌类型、河流密度、道路密度和距断层距离,其贡献率分别为0.501,0.477,0.465,0.332;当影响因子两两相互作用时,因子解释力总是大于单个因子对滑坡稳定性的解释力,即当两种影响因子相互作用时,对于滑坡的失稳具有促进作用。  相似文献   

Observations of mine seismicity in the eastern Wasatch Plateau,Utah, U.S.A.: A possible case of implosional failure     

Ivan G. Wong  James R. Humphrey  Janet A. Adams  Walter J. Silva 《Pure and Applied Geophysics》1989,129(3-4):369-405

In the summer of 1984, a three-dimensional, high-resolution microearthquake network was operated in the vicinity of two coal mines beneath Gentry Mountain in the eastern Wasatch Plateau, Utah. During a six-week period, approximately 3,000 seismic events were observed of which the majority were impulsive, higher frequency (>10 Hz), short duration (<2–3 sec) events probably associated with the caving of the roof from a longwall operation. In contrast, 234 of the largest located events appeared to occur predominantlybeneath the mines to a depth of 2 to 3 km consistent with previous studies. The magnitudes of these events ranged from less thanM _c 0 to 1.6. In addition to the unusual depths of these latter events, an anomalous aspect displayed by the events was an apparent dilatational focal mechanism suggesting a non-double-couple, possibly implosional source. Implosional events have been observed in other studies of mine seismicity; however, the generally inadequate instrumental coverage of the focal sphere has cast some doubt on the validity of such mechanisms. Previously suggested source mechanisms for such implosional events have included tensional failure through strata collapse, and a shear-implosional displacement mechanism. Shear failure must be involved in the failure process of the Gentry Mountain implosional events as evidenced by well-defined shear waves in the observed seismograms. Simultaneous monitoring in the East Mountain coal mining area to the south by the University of Utah revealed typical shear failure events mixed with implosional events. The observed double-couple, reverse focal mechanisms at East Mountain were similar to mechanisms determined in previous studies and a composite focal mechanism determined in this study for a sequence outside the mining areas. This suggested that the shear events within the mining areas are being influenced by the regional tectonic stress field. Thus in addition to the seismic events associated with caving of the roof from the longwall operation, there appear to be at least two other types of mining-induced seismic events occurring in the eastern Wasatch Plateau, both submine in origin: (1) events characterized by apparent non-double-couple possibly implosional focal mechanisms and well-defined shear waves; and (2) shear events, which are indistinguishable from tectonic earthquakes and may be considered mining triggered earthquakes. The small mining-induced stress changes that occur beyond a few hundred meters from the mine workings suggest both types of seismic events are occurring on critically stressed, pre-existing zones of weakness. Topography, overburden, method of mining, and mine configuration also appear to be significant factors influencing the occurrence of the implosional submine events.  相似文献   

The System Analysis and Reliability Evaluation of Rock Slopes   总被引：1，自引：0，他引：1  

Luo Guoyu  Yan ChanghongDepartment of Earth Sciences  Nanjing University  Nanjing  Jiangsu Fei Zhenbi 《《地质学报》英文版》1994,68(4)

The principal of preferred plane analysis is a new research view and model of rock slope engineering geology. It advocates that the rock slope stability, boundary conditions and failure model are controlled by preferred planes. Therefore, the problem of slope stability evaluation can be converted into the search for preferred planes and determination of preferred separating bodies. The organic combination of the deterministic model and the indeterministic model can be realized by applying the systems engineering principle and the research model and method of reliability analysis in the quantitative evaluation and prediction of rock slope stability. Finally, the paper presents the case studies of slopes of the Yangtze Gorge Project and the Ma'anshan openpit mine.  相似文献   

Finite-amplitude plane waves in deformed Hadamard elastic materials     

Ph. Boulanger    M. Hayes  C. Trimarco 《Geophysical Journal International》1994,118(2):447-458

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临汾盆地现代地震活动特征及其与深部构造关系初探     

苏怡之  张家声 《地震》1993,(6):42-47

本文分析了临汾盆地现代地震在时序分布上的阶段性，平面分布上的丛集性，及其震源三维分布与分布地深部构造的关系，指出盆地北部的临汾－洪洞凹陷为该区未来若干年内的主要发震区，而２０－３０ｋｍ深度则是主要发震层次。  相似文献   

Focal mechanisms of large earthquakes in the South Island of New Zealand: implications for the accommodation of Pacific-Australia plate motion     

Helen Anderson  Terry Webb  James Jackson 《Geophysical Journal International》1993,115(3):1032-1054

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国产WSP—2半米平面光栅测定超痕量金方法介绍     

丘文照 《铀矿地质》1990,6(1):59-62

本文叙述了国产半米平面光栅光程短、光强好、谱线锐度佳的特点,通过最佳条件选择,改进分析方法,使其测金灵敏度为3×10~(-9)g,取样10g可测定含金量范围为0.3—1000ppb,取得了很好的效果。  相似文献   

离子色谱—双电导法同时测定水样中多种阴离子的研究   总被引：2，自引：0，他引：2  

吕伟  徐魁安 《岩矿测试》1991,10(1):25-29

本文在Dionex2020i离子色谱仪上,选用0.61×10~(-3)mol/L NaHCO_3-1.61×10~(-3)mol/LNa_2CO_3水溶液作淋洗液,在HPIC-AS4A阴离子分离柱上分离痕量F~-、NO_2~-、Br~-和较高浓度的Cl~-、NO_3~-、SO_4~(2-);选用2.0×10~(-3)mol/L TBAOH-6％CH_3CN水溶液作淋洗液,在MPIC-NS1分离柱上分离痕量F~-、Br~-和较高浓度的Cl~-,然后用串联双电导检测器的不同输出范围分别同时定量测定。本法特别适用于相邻两种离子浓度相差较大,前面高含量的离子对后面痕量离子测定有干扰的样品。用本文拟定的HPIC方法测定除铬后的地下水样中多种阴离子的结果与文献值吻合。  相似文献   

华北强震断层面解和震源深度特征   总被引：17，自引：1，他引：17       下载免费PDF全文

汪素云 Ni  J 《地球物理学报》1991,34(1):42-54

本文利用远震P波及SH波和区域地震P_(nl)波波形反演方法,测定了华北9次强震的断层面解、震源深度及地震矩.结合其他作者测定的7次地震的结果,分析了华北16次强震断层面解及华北地震震源深度特征.结果表明,华北多数强震为走滑型地震,也有个别正断层型及逆断层型地震;16次地震多数发生在地壳中部10-25km深度范围内.  相似文献   

Focal mechanisms of intraplate earthquakes in Bolivia,South America     

A. Vega  E. Buforn 《Pure and Applied Geophysics》1991,136(4):449-458

Intraplate seismic activity in Bolivia is mainly located in the central region (16°–19°S, 63°–67°W) which includes the East Andean Cordillera and the Sub-Andean Sierras. At this region there is a bend in the trend of the main geological structures from NW-SE in the north to N-S in the south. Focal mechanisms have been calculated for 10 earthquakes of magnitudes 4.9–5.6, using first motionP-waves from long period instruments. Their solutions correspond to reverse faulting, some with a large component of strike-slip motion. Their solutions can be grouped into two types; one with pure reverse faulting on planes with azimuth NW-SE and the other with a large strike-slip component on planes with azimuths nearly N-S or WNW-ESE. The maximum stress axis (P-axis) is practically horizontal (dipping less than 5°) oriented in a mean N56°E direction. This orientation may be related with the direction of compression resulting from the collision of the Nazca plate against the western margin of the South American continent. Wave-form analysis of long-periodP-waves for one event restricts the focal depth to 8 km in the Sub-Andean region. Seismic moments and source dimensions determined from spectra of Rayleigh waves are in the range of 10¹⁶–10¹⁷Nm and 17–24 km, respectively. The Central Bolivia region can be considered as a zone of intraplate deformation situated between the Bolivian Altiplano and the Brazil shield.  相似文献