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位错理论模型在西安市地面形变研究中的应用
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摘要
地裂缝和地面沉降是西安市产生地面形变的主要表现形式,也是主要的地质灾害之一。地面沉降及差异性沉降造成地面倾斜与变形,引起建筑物的沉降和倾斜;地裂缝的不断活动,使得地裂缝周围的地质体发生位移,产生局部形变场和应力场,它们使建筑物的地基和基础产生均匀或不均匀沉降、拉裂和错开,从而引起上部建筑物裂开、错开和坍塌,造成地下洞室、路基、管道变形或剪断。对西安市地面形变研究有助于为今后城市规划建设与防灾减灾提供更加科学的决策依据。
     本文以西安市地裂缝为背景,分析了西安市的地质构造背景,总结了西安市的地面形变特征和引起西安市地面形变的各种原因;介绍了位错的理论的发展历史和现今比较流行的Okada位错理论模型的基本理论和应用原理;再综合西安市的地质地理环境,提出应用Okada位错理论对分布在西安市的11条主要地裂缝引起的形变场进行研究,通过运用C语言进行程序设计,对地裂缝产生的三维形变场进行模拟,将计算结果结合该区域的地理位置和主要城市地点运用Surfer得到该区域的水平形变模拟场与地面沉降模拟图,取得了较好的结果;最后从动力学观点分析西安市地面沉降特征,研究分析得到的主要结果为:
     1.西安地区以城墙为界,沉降特征总体呈现为:南郊大,北郊小;东郊大,西郊小;城外大,城内小。
     2.西安市水平形变受区域构造断裂影响呈现以拉张为主,且在地裂缝两侧成反对称分布,离裂缝距离愈远,影响愈小。
     3.西安市地裂缝活动与地面沉降关系紧密,沉降越大,相应的地裂缝活动越强。
     上述观点与现实的特征情况表现出较好的一致性,证明了位错理论模型在西安市地面形变模拟应用中的可行性。
Earth fissure and land subsidence as the main behavior of ground deformation in urban area of Xi'an city are the primary geological disaster. Land subsidence and differential settlement make ground inclination and distortion, trigger building fallout and inclination. The continuous activity with ground fissure induce that ambient geologic body bring to displacement, generating local deformation field and strain field ,which lead to building subgrade and foundation yielding homogeneous or non-homogeneous settlement, tension fracture and stagger, moreover spreading to building and result in subsurface cavern, subgrade and pipeline deforming or shearing .So the research on ground distortion in Xi'an city is very important and significant to hazard resistant, reduce hazard and decision making in city projection.
     Based on earth fissures in Xi'an city, analyze Xi'an's geological structure; generalize ground distortion character and multi-reasons which cause ground distortion; introduce dislocation theory including its development, especially the most popular adopted model—Okada elastic half-space theory model ;combine with Xi'an's geographical conditions and geological structure by using Okada dislocation model study ground distortion in Xi'an city where 11 ground fissures are distributed ;design the three -dimensional numerical simulation program with C language ; for the calculated results , draw the vertical velocity variation contour diagram and horizontal displacement variation vector diagram in the presence of Surfer mapping software ;then compared the simulating diagram with the existed land subsidence diagram obtain a good result; finally explain the ground distortion character from the viewpoint of dynamics; get some effective outcomes:
     1. Taking Xi'an ancient city-wall as the demarcation line, the general characters are represented as followed: settlement magnitude in southern suburbs is more than in northern suburbs ; eastern suburbs more than western suburbs; outside the city-wall more than inside.
     2. The horizontal distortion which is effected by regional structure rifts mainly represents tensile feature. Bilateral feature around fissure represents anti-symmetric distributionwhose magnitude is less and less as the distance to fissure is farer and farer.
     3. The relation between ground fissure and land subsidence is close. Settlement magnitudeis bigger when the ground fissure's activities are more frequent. The settlement funnelcenter is usually in company with occurrence about ground fissure.
     Mentioned above is consistence with practical character. Proved that dislocation theory model is feasible in Xi'an city ground distortion simulation.
引文
[1]Jachens R C,Holzer T L.Differential compactiong mechanism for earth fissures near Casa Grand Arizona[J]Geological Society of American Bulletin,1982,93:998-1012
    [2]Eddlestion M.Structure damage associated with land subsidence caused by deep wed pumping in bangkok,Thailand[J]The Quarterty Journal of Engineering Geology,1996,29(1)
    [3]Rothenburg L,etal.Horizontal Ground Movement due to Water Abstraction and Formation of Earth Fissures:Proceeding of the 5~(th) International Symposium Land Subsidence Hague[R]Netherlands:IAHS Publication 1995.No.234:239-249
    [4]耿大玉,李忠生.中关两国地裂缝灾害[J]地震学报,2000,22(4):433-441
    [5]马宗晋,傅征祥,张郢珍,等著.1966-1976年中国九大地震[M]北京:地震出版社,1982.133-138
    [6]王景明.我国地裂缝及其灾害分析[A]第四届全国工程地质大会论文选集[C]海洋出版社,1992:81-86
    [7]江娃利,聂宗笙.河北省邯郸市地裂缝成因探讨[J]华北地震科学,1985,3(4):68-73
    [8]朱慕仁,张家明.西安地裂缝及其工程地质意义[J]水文地质工程地质,1982,(5):23-25.
    [9]段永候,罗元华,柳源等.中国地质灾害[M]北京:中国建筑出版社,1993:199-210,229-242
    [10]Macini P & Mesini E.Compaction monitoring from radioactive technique[A]Laura Carbognin Giussepps Cambolati & A.Ivan Johson,LAND SUBSIDENCE:Proceedings of the sixth international symposium on land subsidence,Italy[C]C.N.R,2000:43-45
    [11]Wegmuller U & Strozzi T.Differential SAR interfermetry for land subsidence Monitoring:methodology and examples[A]Laura Carbognin Giussepps Cambolati & A.Ivan Johson,LAND SUBSIDENCE:Proceedings of the sixth international symposium on land subsidence,Italy[C]C.N.R,2000:93-106
    [12]金江军,潘懋.我国地面沉降现状与防灾减灾对策[J]灾害学,2007,22(1):117-120
    [13]刘毅,地面沉降研究新的进展与面临的新问题[J]地学前缘,2001,8(2):273-277
    [14]袁铭,周维尔.苏州市地面沉降灾害及其成因分析[J].地质灾害与环境保护,2001,12(2):21-24.
    [15]胡明城,空间大地测量的最新进展(一)[J]测绘科学,2001,26(3):52-55
    [16]Steketee J A.On Volterra's dislocation in a semi-infinite elastic medium[J]Can.J.Phys,1958,36:192-205
    [17]Steketee,J.A.,Some geophysical applications of the elasticity theory of dislocations,[J]Can.J.Phys.1958,36:1168-119
    [18]Rongved L,Frasier J.T,Displacement discontimuity in the elastic half-space[J]J.Geophys.Res,1958,70:2395-2412
    [19]Savage,J.C.and Hasti,L.M.Suyface deformation associated with dip-slip faulting[J]J.Geophys.Res,1966,71:4897-4904
    [20]Manshinha L and Smylie D.E.The displacement fields of inclined faults[J]Bull.Semim.Soc.Am.1971,61:1433-1440
    [21]Sato R.Crustal deformation due to dislocation in a multlayered medium[J]J.Phys.Earth,1971,19:31-46
    [25]Iwasaki T and Sato R.Strain field in a semi-infinite medium due to an inclined rectangular fault [J] J.Phys. Earth, 1979, 27:285-314
    [22]McGinley J R. A comparison of observed permanent tilt and strain due to earth quakes with those calculated from displacement dislocations in elastic earth model,Ph.D.Thesis[D] California Institute of Technology, Pasadena, Californa,1969
    [23]Ben-Menahem A, Singh S J and Solomon F. Static deformation of a spherical earth model by internal dislocations [J] Bull. Seism. Soc. Am., 1969,59:813-853
    [24]Ben-Menahem A, Singh S J and Solomon F. Deformation of an homogeneous earth model by finite dislocations [J].Rev.Geophys.SpacePhys,1970,8:591-563
    [25]Ishii H and Takagi A. Theoretical study on the crustal movements. Part I. The influence of surface topography(two-dimensional SH-torquesource)[R]Sci Rep.Tohoku Univ Serv.5,Geophys, 1967a, 19:77-94
    [26]Takemoto S. Effects of local inhomogeneities on tidal strain measurements[R]Bull. Disis.Prev.Res.Inst, Kyoto Univ. 1981,33:15-46
    [27]Segall P and McTigue D F. Vertical displacements from a dip slip fault beneath surface topography, Abstract Chapman Conferenceon Vertical crustal Motion: Measurement and modeling[D] AGU,WashingtonD.C, 1984
    [28]Ishii H and Takagi A. Theoretical study on the crustal movements.PartII.The influence of horizontal discontinuity, Sci Rep. Tohoku Univ. Ser.5,Geophys,1967b,19:95-106.
    [29]Okada Y. Surface deformation due to shear and tensile faults in a half-space[J]Bull.Seismol.Soc.Am.,1985,75(4):1135-1154
    [30]Okada Y. Internal deformation due to shear and tensil faults in a half-space[J]Bull.Seismol.Soc.Am.,1992,82(2):1018-1040
    [31]Massonnet D, Rossi M, Carmona C; Displacement field of the Landers earthquake mapped by radar interferometry.[J] Nature,1993,364(6433):138
    [32]Massonnet, Didier; Feigl, Kurt L.; Vadon, Helene; Coseismic deformation field of the M= 6.7 Northridge, California earthquake of January 17, 1994 recorded by two radar satellites using interferometry[J] Geophys Res Lett,1996,23(9):969-972
    [33]Patzig R, Shapiro S, Asch G,etal.Seismogenic plane of the northern Andean Subduction Zone from aftershocks of the Antofagasta (Chile) 1995 earthquake[J] Geophys.Res.Lett.2002,29(8): 105-1-105-4
    [34]Allison J; David S; Yuri F; The 1999 (M_w 7.1) Hector Mine, California, earthquake:Near-field postseismic deformation from ERS interferometry[J] Bull. Seismol. Soc.Am.2002, 92(4):1433-1442
    [35]Chen, Chia-Tang, Chen, K.S.,Wang, C.T.,etal. Applications of AIRSAR data acquired during PACRIM-II in Taiwan[J] Dig Int Geosci Remote Sens Symp,2001,6:2610-2612
    [36]Papadopoulos G A.; Ganas A; Plessa A. The skyros earthquake (M_w 6.5) of 26 July 2001 and precursory seismicity patterns in the North Aegean Sea[J]Bull. Seismol. Soc. Am,2002,92(3):1141-1145
    [37]Ziyadin C, Chabalier D,Jean-Bernard, etal.Atmospheric effects in SAR interferometry,implications on interpretation and modeling surface deformation: A case study of the 1999 (MW=7.4) Izmit earthquake, Turkey[J] Eur Space Agency Spec Pub1 ESA SP,2004,(550):l-6
    [38]Bos. A.G,Spakman W. The resolving power of coseismic surface displacement data for fault slip distribution at depth. [J] Geophys. Res. Lett.2003, 30(21):SDE 9-1 - SDE 9-4
    [39]Talebian M;Fielding E J;Funning G J.The 2003 Bam(Iran) earthquake:Rupture of a blind strike-slip fault[J]Geophysical Research Letters,2004,31(11):L11611 1-4
    [40]赵少荣,陶本藻,于正林.论变形测量数据的反演[J]测绘学报,1992,21(3):161-172
    [41]陈运泰,林邦慧,黄立人等用大地测量资料反演1976年唐山地震的位错模式[J]地球物理学报,1979,22(3):201-217
    [42]刘桂萍,傅征祥.1976年7月28日唐山7.8级地震触发的区域地震活动和静应力场变化[J]地震学报,2000,22:312-331
    [43]万永革,吴忠良,周公威等.2000.几次复杂地震中不同破裂事件之间的“应力触发”问题.[J]地震学报.2000,22(6):568-576
    [44]申重阳,李辉.丽江7.0级地震重力前兆模式研究[J]地震学报,2003,23(2):201-207
    [45]燕乃玲,李辉.丽江地震前后重力场变化的有限矩形位错模型分析[J]地震学报,2003,25(2):172-181
    [46]张红,王超,单新建等.基于SAR差分干涉测量的张北-尚义地震震源参数反演[J]科学通报,2001.46(21):1837-1841
    [47]单新建,马瑾,王长林等,利用星载D-InSAR技术获取的地表形变场提取玛尼地震震源断层参数[J]中国科学,2002,32(10):838-844
    [48]郝平,田勤俭.2000年1月15日姚安6.5级地震较强余震的应力触发[J]地震研究,2004,27(2):223-231
    [49]沈正康,万永革,甘卫军等.东昆仑活动断裂带大地震之间的粘弹性应力触发研究[J].地球物理学报.2003,46(6):786-795
    [50]田韬,卢永,昆仑山口西MS8.1地震前远场应变异常研究[J]内陆地震,2004,17(4):321-330
    [51]朱航,2001年昆仑山口西8.1级地震与1927年古浪8.0级地震的相似性,四川省地震局,[J].四川地震.2004,21(4):114-121
    [52]谭凯,王琪,申重阳.用大地测量数据反演2001年昆仑山地震[J]大地测量与地球动力学,2004,24(3):47-50
    [53]万永革,王敏,沈正康等.利用GPS和水准测量资料反演2001年昆仑山口西8.1级地震的同震滑动分布[J]地震地质,2004,26(3):393-404
    [54]谭凯,王琪,申重阳用大地测量数据反演2001年昆仑山地震[J]大地测量与地球动力学,2004,24(3):47-50
    [55]王庆良,王建华,朱桂芝等.东昆仑断裂带及昆仑山口西8.1级地震垂直形变研究[J]地震地质,2004,26(2):273-280
    [56]Chinner M A.The deformation of the ground surface faults[J]Bull Seism Soc Amer,1961,51:355-372
    [57]Press F.Displacements,strains and tilts at tele-seismic distances[J]L.Geophys.Res.1965,70.2395-2412
    [58]黄立人,顾国华.静力位错理论[M]北京:地震出版社,1982
    [59]张永志,王卫东.青藏高原东北缘断层活动变形的模拟研究[J]大地测量与地球动力学,2004,24(1):63-67
    [60]张家明.西安地裂缝研究[M].西安:西北大学出版社,1990:68-88
    [61]李永善.西安地裂及渭河盆地活断层研究[M]北京:地震出版社,1992:24-27
    [62]王景明,李昌存,王春梅等.中国的裂缝的分布与成因研究[J]工程地质学报,2000,8:11-16
    [63]索传郿,王德潜,刘祖植.西安地裂缝地面沉降与防治对策[J]第四纪研究,2005, 25(1):23-28
    [64]朱立峰,李益朝,刘方等.西安地裂缝活动特征及勘查思路探讨[J]西北地质,2005,38(4):102-107
    [65]易学发,苏刚,王卫东等.西安地裂缝带的基本特征与形成机制[J]地震地质,1997,4(19):289-295
    [66]姜规模.西安市地面沉降与地裂缝研究[J]城市勘测,2005,3:53-55
    [67]王兰生,等.浅生时效构造与人类工程[M]北京:地质出版社,1994:86-156
    [68]武强,陈佩佩.地裂缝灾害研究现状与展望[J]中国地质灾害与防治学报,2003,14(1):22-27
    [69]撒利伟.基于GIS的西安市地面沉降与地裂缝空间分布特征研究[D]西安:西安建筑科技大学,2005
    [70]刘大杰,胡丛玮.应用GPS监测城市地表形变的初步分析[J]地壳形变与地震,1999,12(1):37-42
    [71]祝意青,王庆良,徐云马等.西安市地面沉降时空演化特征及机理研究[J]地球学报.2005,26(1):67-70
    [72]崔笃信,王庆良,王建华等.用GPS监测西安市南郊地壳形变[J]大地测量与地球动力学,2003,23(2):47-51
    [73]张拴宏,纪占胜.合成孔径雷达干涉测量(InSAR)在地面形变监测中的应用[J]中国地质灾害与防治学报,2004,15(1):112-117
    [74]周建民,何秀凤.SAR差分干涉测量技术及其在地表形变监测中的应用现状[J]河海大学学报,2005,33(4):463-465
    [75]陈基伟.利用GPS-InSAR合成方法进行地面沉降研究的现状与展望[J]测绘科学,2003,28(4):69-71

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