龙门山谢家店震积体发育特征及其控制因素分析
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
2008年5月12日下午2点28分,在中国四川西部龙门山主断裂面内靠近映秀镇的山区发生了Ms 8级地震,强烈的地震动造成了巨大的社会经济损失和人员伤亡,摧毁了大量的基础与公共设施。汶川地震的发生使人们更加深刻地认识到在研究龙门山地区活动断裂和地壳稳定性的同时,必须重视地震引发的地震地质体灾害的研究,这也是目前灾区恢复重建过程中迫切需要解决的问题。5·12特大地震给我们带来了巨大的灾难,也为地震科学研究领域带来了空前的机遇。
     本论文在区域地质考察与地质基础研究的基础上,主要针对5·12汶川地震重灾区彭州市龙门山镇谢家店震积体地质特征,开展基础地质学与地球动力学研究。首先从区域地质背景和地理环境入手,结合地质考察资料和前人研究成果,解析了震积体发育过程及其特征,分析了地震地质体类型及特征以及各地质体相互之间的关系,提出了地震震积体相关的基本概念与理论,揭示了震积体的诱发机制和发育的控制因素,阐明了其强中纬力的动力学机制及其与龙门山断裂带紧密相连的特性,以探讨其在地质灾害学与油气地质学等方面的重要意义,从而开展全面的、深入细致的研究:具体研究内容如下:
     (1)发育过程及其特征分析。在对比分析基本地震地质体的发育过程、特征的基础上,结合野外地质调查资料,解析震积体发育过程及碎屑物岩性特征。总体上,龙门山谢家店震积体大致可以分为3段:①启动段、②刨蚀段、③堆积段;3体:①冲击体、②刨蚀体、③堆积体。并从震积体碎屑物的岩性、结构特征、构造与碎屑物颜色特征、与油气的关系等方面展开分析。指出刨蚀体储集性能较好,可作为有利的油气储集带。其与大断裂紧密相连的特性,表明其有良好的油气运移通道。
     (2)地震地质体特征及对比。立足于现有的地震地质体的类型及基本特征,系统介绍了崩塌、滑坡、碎屑流、震积岩等发育特征及成因规律,通过对比分析,提出了震积体的概念。
     (3)诱发机制及其发育控制因素。通过对龙门山断裂带地球动力学、大地构造地质、地震地质学等方面的分析,揭示震积体的诱发机制及其控制因素。依据地震起始破裂点位于北纬约31.1°,东经约103.3°,龙门山断裂带上的各点的纬度范围为31°00'N-31°50'N、经度范围为103°29'E-104°45'E,强中纬力在北半球、南半球的作用范围为北纬21°33’-68°27'、南纬21°33'-68°27',由此断定,龙门山断裂带受明显的强中纬力作用。强中纬力作用于龙门山断裂带,为龙门山断裂带的活动提供动力。
     (4)探讨地质学意义。根据地震活动产生的动力学、地质学背景,以及地震活动对地质灾害、矿产资源分布规律的影响,阐述其在地质灾害防治、油气聚集与分布等领域的重要意义。
There had been a serious earthquake in mountain area where is near Yingxiu town in Western Sichuan Province of China at 2:28 p.m on May 12,2008. The earthquake magnitude is about 8.0. Violent shake caused huge economic losses and casualties. Also, a lot of basic and public facilities were destroyed. Wenchuan Earthquake made us realize profoundly that we must pay more attention to the geological disaster research when we studied active fault belt of Longmen Mountain and the stability of earth crust. In the process of reconstruction of the disaster area, geological disaster is problem which is needed to be solved eagerly. As a result of the severe situation of disaster mitigation, we must pay more attention to mechanism research and prevention research of landside and collapse. Wenchuan Earthquake bought great disaster for us and created an opportunity for earthquake science research. Meantime, it provided data for the crustal stress function research to the forming and distribution of reservoir.
     Based on the region geological study and fundamental geology research. aiming at Xiejiadianzi village in Longmenshan town of Pengzhou city, the paper describes geological disaster characteristic of rock mass which is formed by seismic deposition and does some research about basic geology and earth dynamics. According to the geological background of region, geographical environment, data of geological survey and research findings,the paper analyses type and characteristic of geological disaster,presents basic concept and theory of rock mass which formed by seismic deposition, explains growing process and characteristic of it, reveals evoked mechanism and control factor of it. Then, the important meaning of rock mass which formed by seismic deposition on science of geological disaster and geology is discussed. The concrete study is given as follows:
     (1) Growing process and the analysis of its characteristic. According to the growing process of geological disaster, growing characteristic of geological disaster, the data of geological survey, growing process and characteristic are explained.Generally speaking, landslide-debris flow is divided three sections:①sart section、②planed erosion section、③accumulation section; three Body:①impact body、②plane corrosion body、③accumulation body.And detritus from the integrated seismic lithology,structural characteristics, structure and color characteristics of clastic material, and the relationship between oil and gas analysis in such areas.The reservoir quality of the fourth section is good and it can be good place for preserving oil and gas. The phenomenon of rock mass which formed by seismic deposition reveals that crustal stress has influences on forming mechanism and distribution rule of reservoir. It has strong relation with deep fracture and there is good way of oil and gas migration in it.
     (2) Type and characteristic of geological disaster. According to the type and characteristic of geological disaster, the paper introduces growing feature and forming rule of collapse, landslide, debris flow, mud and stone flow, seismite. The concept of rock mass which formed by seismic deposition is proposed by analysis.
     (3) Evoked mechanism and control factor when growing. By analysis of earthquake dynamics, architectonic geology, terrain and geomorphy, rock source, the paper reveals reasons of growing and control factor of growing. Based on earthquake rupture initiation point at latitude of about 31.1°, longitude of about 103.3°, the Longmen Shan fault zone on a range of points of latitude 31°00'N-31°50'N, longitude range 103°29'E-104°45'E, strong force in the latitude in the northern hemisphere, southern hemisphere's role in the range of latitude 21°33'-68°27', latitude 21°33'-68°27'. thus determined, the Longmen Shan fault zone by obvious strong force in the weft. Strong mid-latitude force on the fault zone, as the activities of the Longmen Shan fault zone to power。
     (4) Discuss its meaning of geology. According to the dynamics of earthquake, geology, earthquake influence on geological disaster and mineral source distribution, the paper describes the meaning of rock mass which formed by seismic deposition in some research field, such as the prevention of geological disaster, accumulation and distribution of oil and gas.
引文
[1]吕远强.安康-旬阳-蜀河公路沿线地质灾害危险性评价研究[D].陕西西安:长安大学,2005.
    [2]海香.重庆市奉节县地质灾害风险评价及防灾减灾措施[D].重庆:西南大学,2008.
    [3]薛强.延安宝塔区地质灾害危险性评价研究[D].陕西西安:西安科技大学,2008.
    [4]刘全稳.理论地质学导论[M].北京:地质出版社,2006.
    [5]齐洪亮.公路路基地质灾害评价及防治对策研究[D].陕西西安:长安大学,2008.
    [6]张丽.区域地质灾害危险性评价的定量化研究[D].吉林长春:吉林大学,2006.
    [7]种可.黄陵矿区地质灾害危险性评价研究[D].陕西西安:西安科技大学,2009.
    [8]张永双,石菊松,孙萍,等.汶川地震内外动力耦合及灾害实例[J].地质力学学报,2009,15(6):131-141.
    [9]李大伟.试论天然地震与油气成藏和开发的关系[J].新疆石油地质,2003,24(1):19-23.
    [10]杨仕维,李建明.震积岩特征综述及地质意义[J].岩性油气藏,2008,20(1):89-94.
    [11]贾松.彭军,刘建锋.国内震积岩研究现状[J].地质灾害与环境保护,2006,17(1):39-44.
    [12]谢波.公路路基地质灾害危险性评价指标与方法研究[D].陕西西安:长安大学,2009.
    [13]齐洪亮.公路路基地质灾害评价及防治对策研究[D].陕西西安:长安大学,2008.
    [14]张丽.区域地质灾害危险性评价的定量化研究[D].吉林长春:吉林大学,2006.
    [15]种可.黄陵矿区地质灾害危险性评价研究[D].陕西西安:西安科技大学,2009.
    [16]冯文凯.库岸公路边坡稳定性风险分析[D].四川成都:成都理工大学,2005.
    [17]徐焕华.四川省彭州市降尘地球化学特征研究[D].北京:中国地质大学,2008.
    [18]李勇,孙爱珍.龙门山造山带构造地层学研究[J].地层学杂志,2000,24(3):201-205.
    [19]李勇,徐公达,周荣军,等.龙门山均衡重力异常及其对青藏高原东缘山脉地壳隆升的约束[J].地质通报,2005,24(12):1 162-1169.
    [20]李勇,周荣军,AlexanderL. Densmore等.映秀-北川断裂的地表破裂与变形特征[J].地质学报,2008,82(12):2-16.
    [21]李勇,周荣军,DensmoreA L,等.青藏高原东缘龙门山晚新生代走滑挤压作用的沉积响应[J].沉积学报,2006,24(2):1-12.
    [22]LiYong,EllisM A, DensmoreA L, R. Zhou. Evidence for ac-tive strike-slip faults in the Longmen Shan. Eastern margin of Tibet[J]. EOSTransactionsof theAmericanGeophysicalUnion,2000,82 (47): 1104-1110.
    [23]Seed, H. Bolton, and Kenneth L. Lee. Liquefaction ofSaturatedSand duringCyclicLoading[J]. Journalof the SoilMechanics and Foundation Division, ASEC.1996,92 (SM6):105-134.
    [24]SchreveR. L. Leaking and fluidization in air layer lubricated ava-lanches[J]. GeolSocAmerican Bulletin.1968,79:654-758.
    [25]关云鹏,李巨文.汶川大地震灾后重建中存在的工程地震问题分析[J].防灾科技学院学报,2009,11(1):34-42.
    [26]黄润秋.汶川8.0级地震触发崩滑灾害机制及其地质力学模式[J].岩石力学与工程学报,2009,28(6):1239-1248.
    [27]李亦纲,贾群林,赵兰迎,等.汶川8.0级地震彭州现场调查及灾害成因分析[J].震灾防御技术,2009,4(1):12-23.
    [28]华文.外国专家分析汶川大地震成因[J].中国国门时报,2008.
    [29]费琪.汶川大地震的深部构造特征[J].工程地球物理学报,2008,5(4):387-395.
    [30]祁生文,许强,刘春玲,等.汶川地震极重灾区地质背景及次生斜坡灾害空间发育规律[J].工程地质学报,2009,17(1):39-49.
    [31]张峰,李伟,杨涛.保康县地质灾害发育特征及防治措施[J].资源环境与工程,2007,21(增刊):77-80.
    [32]Keefer D. V. Landslides caused by earthquakes[J]. GeologicalSociety ofAmerica Bulletin. 1984,95(4):406-421.
    [33]PapadopoulosG.A. and PlessaA.. Magnitude-distance relationsfor earthquake-induced landslide inGreece[J]. EngineeringGe-ology, Special Issue,2000, (58):377-386.
    [34]贺可强,安振远.崩滑碎屑流的形成条件与形成类型[J].河北地质学院学报,1996,19(3-4):344-351.
    [35]贺可强,赵文强.一种新形式的地质灾害——碎屑流[J].水文地质工程地质,1991,18(5):21-24.
    [36]张永双.石菊松.孙萍.等.汶川地震内外动力耦合及灾害实例[J].地质力学学报.2009,15(6):131-141.
    [37]孙萍.张永双.殷跃平.等.东河口滑坡-碎屑流高速远程运移机制探讨[J].工程地质学报.2009,17(6):737-744.
    [38]姜纪沂,宋洋,谷洪彪.汶川MS8.0地震地质灾害发育特征及诱发因素分析——以北川县为例[J].防灾科技学院学报,2009,11(1):43-47.
    [39]乔彦肖,马中社,吕凤军.汶川地震地质灾害发育特点及动因机制分析[J].中国地质,2009,36(3):736-741.
    [40]李 勇,黄润秋,周荣军,等.龙门山地震带的地质背景与汶川地震的地表破裂[J].工程地质学报2009,17(1):3-17.
    [41]李洪然.基于图论的模糊聚类方法在地质灾害分区评价中的应用[D].吉林长春:吉林大学,2005.
    [42]肖桐.基于GIS的兰州市滑坡空间模拟研究[D].甘肃兰州:兰州大学,2007.
    [43]陈洪波.路基边坡地质灾害防治技术信息系统[D].陕西西安:长安大学,2007.
    [44]闵庆辉.浅析高速公路滑坡的成因及预防措施[J].甘肃科技,2005,21(6):115-116.
    [45]王兴华.基于可拓理论的地铁施工灾害预警模型研究[D].天津:天津理工大学,2008.
    [46]闵庆辉.浅析滑坡的成因及预防措施[J].华东公路,2005,153(3):87-88.
    [47]李金灵.公路滑坡的成因及防治[J].科技创新导报,2009,3:53.
    [48]王鹏.水麻路危岩危险性风险评价及防治[D].重庆:重庆交通大学,2008.
    [49]薛喜成.秦岭典型矿山泥石流发育规律及环境效应研究[D].陕西西安:西安科技大学,2009.
    [50]王蔚.南方丘陵地区建筑适宜技术策略研究[D].湖南长沙:湖南大学,2009.
    [51]陈洪波.路基边坡地质灾害防治技术信息系统[D].陕西西安:长安大学,2007.
    [52]田卿燕.块裂岩质边坡崩塌监测预报理论及应用研究[D].湖南长沙:中南大学,2008.
    [53]徐新艳.基于GIS的滑坡灾害危险性评价研究[D].江苏南京:南京师范大学,2007.
    [54]向灵芝.京西矿区典型地质灾害危险性综合评判研究[D].安徽理工大学,2009.
    [55]汪月鹃.汶川震区北川县暴雨泥石流危险性评价[D].四川成都:成都理工大学,2009.
    [56]王思敬,王效宁.大型高速滑坡的能量分析及其灾害预测[A].全国滑坡学术讨论会滑坡论文选集[C].成都:四川科学技术出版社,1989.
    [57]崔芳鹏,胡瑞林,张明,等.重庆小南海地震崩滑体的基本特征及形成机制研究[J].工程地质学报,2009,17(2):167-174.
    [58]刘全稳.地球原动力[M].北京:地质出版社,2001.
    [59]刘全稳.地球动力与运动[M].北京:地质出版社,2001.
    [60]杨勇.龙门山地裂山崩——5.12汶川地震地质遗迹和地质次生灾害[M].北京:科学出版社,2009.
    [61]郭华东.汶川地震灾害遥感图集[M].北京:科学出版社,2009.
    [62]中国地质环境监测院.5.12汶川地震典型地质灾害影像研究[M].北京:科学出版社,2009.
    [63]中国地震局地壳应力研究所.2008年汶川8.0级地震科学考察图集[M].北京:地震出版社,2009.
    [64]中国地震局地球物理研究所汶川地震现场工作队.5.12汶川地震生命线系统震害调查图集[M].北京:地震出版社,2009.
    [65]中国地震局汶川地震现场指挥部.汶川8.0级地震图集[M].北京:地震出版社,2009.
    [66]徐锡伟.5.12汶川8.0级地震地表破裂图集[M].北京:地震出版社,2009.
    [67]中国地震局地壳应力研究所.汶川8.0级地震地壳动力学研究专辑[M].北京:地震出版社.2009.
    [68]吴珍汉,吴中海,胡道功,等.青藏高原新生代构造演化与隆升过程[M].北京:地质出版社.2009.
    [69]秦绪文,杨金中,张志,等.汶川地震灾区航天遥感应急调查[M].北京:科学出版社.2009.
    [70]PrestininziA. andRomeoR.. Earthquake-induced ground failures in Italy[J]. EngineeringGeology. Special Issue,2000, (58):387-397.
    [71]SassaK, WangG, FukokaH, Wang F, OchiaiT. SugiyamaM,SekiguchiT. Landslide risk evaluation and hazard zoning for rapidand long-travel landslides in urban development areas. Land-slides, 2004,1(3):221-235.
    [72]Scheidegger,A.E. On the prediction of the reaching and velocity of catastrophic landslides[J]. RockMechanics,1973, (5):231-238.
    [73]张维平.我国突发事件现实成因的社会学分析[J].中国公共安全(学术版),2008,13(2-3):29-39.
    [74]关于印发《全国地质灾害防治“十一五”规划》的通知,国土资发(2007]290号,2007.
    [75]国务院关于印发汶川地震灾后恢复重建总体规划的通知,中华人民共和国国务院公报,2008.
    [76]柳少波,宋岩,洪峰,等.中国中西部前陆盆地烃源岩特征与油气资源潜力分析[J].地学前缘,2005,12(3):59-65.
    [77]刘华,刘大成,李书舜.川西坳陷侏罗系红层天然气成因类型与上三叠统油气同源性探讨[J].天然气勘探与开发,2002,25(3):28-33.
    [78]刘树根,李国蓉,李巨初,等.川西前陆盆地流体的跨层流动和天然气爆发式成藏[J].地质学报,2005,79(5):690-699.
    [79]徐守余,孙万华.油水井异常变化机理与天然地震前兆[J].石油勘探与开发,2003,30(4):98-99.
    [80]汪 珊,张宏达,孙继朝.川西含油气拗陷上三叠统含水系统和水文地质期的划分和定位[J].地球学报,2007,28(6):591-596.
    [81]张兴权,安玉玲.天然地震与构造裂缝、油气运移的关系研究[J].石油勘探与开发,2000,27 (4):106-108.
    [82]袁明生,黄卫东,李华明,等.构造作用对油气生成和运聚的影响[J].新疆石油地质,2002,23(2):165-169.
    [83]刘全稳.试论地球公转自转导致球面陆壳的北移[J].新疆石油地质,1989,10(4):86-90.
    [84]刘全稳,陈景山,严宁珍,等.油气质点运移方向探讨[J].西南石油学院学报,2001,23(1):14-17.
    [85]刘全稳,陈景山,沈守文.大气海洋油气质点受力分析[J].成都理工学院学报,2000,27(3):268-275.
    [86]刘全稳,陈国民,徐剑良,等.油气运移受力分析全球观[J].天然气工业,2005,25(2):36-38.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700