公路边坡治理工程效果评价系统研究
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摘要
长期以来,我国对边坡病害的防治进行了大量研究,积累了丰富的经验,防治技术的发展水平迅速提高。尽管如此,在边坡治理工程实践中,由于设计、施工、养护等方面的原因,常常导致边坡治理工程失败或失效。令人遗憾的是,对这些失败的治理工程,人们往往不能在第一时间对其做出正确评价、认识到其可能失效的后果,而总是在病害已经发生的情况下才认识到这些治理工程的不合理性,悔之晚矣。出现这一情况的原因很多,但是缺乏可靠的边坡治理工程效果评价方法和标准是其首要因素。
     基于上述考虑,本文以公路边坡治理工程为背景,开展了公路边坡治理工程效果评价的方法和标准的研究,开发了基于GIS平台的公路边坡治理工程效果评价系统。其主要研究内容及结论如下:
     (1)总结了我国常见的边坡病害类型,主要包括崩塌、滑坡、错落和坍塌,分析了每种边坡病害的分类、特征和机理。
     (2)将我国常见的边坡治理工程措施分为坡率法、刚性和柔性支挡、排水三大类,对每一类工程类别所包含的多种工程措施的作用机理、优缺点、适用条件进行了总结,并对其应用状况和前景进行了分析;论述了我国边坡治理工程措施发展的历程,重点介绍了13种边坡病害的治理措施,这些边坡病害的防治技术反映了我国边坡病害防治的现状和水平。
     (3)提出了边坡治理工程评价的8个标准,即边坡稳定性分级标准、治理工程适宜性分级标准、技术状况评价标准、交通管制分级标准、群众安全管制分级标准、治理工程安全等级划分标准、危险状况预警标准、病害应对措施分级标准;参考其它公路工程结构物,如桥梁、隧道的养护规范,提出了边坡治理工程的三种检查形式,即经常检查、定期检查和特殊检查,并提出了各种检查形式的内容和要求;提出了公路边坡病害整治的9个原则。
     (4)对预应力锚索框架、预应力锚索抗滑桩、锚杆框架、抗滑桩、抗滑挡墙的病害类型进行了划分,提出了调查分析方法、技术状况评价方法及评价标准、局部工程效果评价方法及评价标准、整体工程效果评价方法及评价标准、宏观迹象评价方法及评价标准、应对措施的分级标准,并对各种评价方法的可靠性进行了分析,提出了各种工程措施工程效果评价的工作流程图;对注浆类的压浆锚柱、竖向钢花管注浆、钢锚管框架的工程效果提出了安全系数评价方法、宏观迹象评价方法和适宜性评价方法;指出边坡病害治理工点工程效果评价方法的选择,可遵循4个原则。
     (5)运用公路边坡治理工程效果评价有关研究成果,以云南元磨高速公路边坡治理工程为背景,建立了基于GIS平台的高速公路边坡治理工程效果评价系统,包括边坡信息数据库系统、边坡信息查询系统、工程效果评价与决策系统、数据库维护与管理系统。采用该系统对元磨高速公路K259+580三公箐隧道进口边坡治理工程效果进行了评价,验证了本文所提出的公路边坡治理工程效果评价方法和标准、基于GIS平台的高速公路边坡治理工程效果评价系统的可靠性。
     当前,我国边坡治理工程效果评价工作已到了刻不容缓的地步,一方面,建国初期修建的许多边坡工程,由于受使用寿命、当时的施工水平、材料强度等的限制,到了需要对其进行重新评价、修缮、重建的阶段;另一方面,由于经济、社会发展的需要,铁路、公路、水电等行业的土木工程建设规模空前,出现了大量高边坡治理工程,这些治理工程的效果如何,需要大家予以关注的。因此,本文研究成果必将对边坡治理工程效果评价工作的开展提供有益的支持。
In our country, the technicians have done large number of researches in preventing and controlling the hazards of high cutting slope, and have accumulated lots of experiences. The level of prevention and control has improved rapidly. However, because of the inappropriate design, construction and maintenance, there are always many potential hazards in some high cutting slopes. These potential hazards may cause crack, collapse, landslide, etc.. It is regrettable that these potential hazards can’t be founded usually in time. There are many reasons for resulting in oversight, but the lack of reliable method and criteria of security evaluation for project efficiency is the main reason. For solving the above problems, this paper studies the method and criteria of security evaluation for project efficiency of highway slope treatment project, and develops the software system of security evaluation for project efficiency of highway slope treatment project based on the platform of GIS. The main contents researched in this paper are as follows:
     (1)Common types, features and mechanisms of slope problems are summarized.
     (2)Engineering measures of slop treatment project are classified as three categories. The mechanisms, advantages and disadvantages, applicable conditions of each engineering measure are summarized. The existing state and prospect of application about them are analysisd. Thirteen engineering measures that represent the technical level of preventing and controlling the hazards of slop, are introduced with emphasis.
     (3)Eight criterias of security evaluation for project efficiency of highway slope treatment project are proposed, namely the classification standard for stability, the classification standard for applicability, the evaluation standard for technical condition, the classification standard for traffic control, the classification standard of security control, the classification standard for security level, the early warning standard for danger, the classification standard for response to structural problem. On the basis of many references to the maintenance specifications for bridge and tunnel, three examination types of slop treatment project are suggested, namely the everyday examination, the periodical examination, the special examination. The content and demand of each examination type of slop treatment project are also put forward. Lastly, nine principles of slop treatment are suggested.
     (4)Based on classification of the structure hazard, the survey and analysis method, the evaluation method and standard for technical condition, the evaluation method and standard for local project efficiency, the evaluation method and standard for overall project efficiency, the evaluation method and standard for macroscopical status, the classification standard for response to structural problems about the prestressed cable framework, the anti-slide pile with prestressed anchor cables, the anchored frame, the anti-slide pile, the anti-sliding wall, are proposed. The reliability of each evaluation method is analysed. The flow chart of the evaluation of the project efficiency for every engineering measure is also brought forward. Additionally, the evaluation method for safety factor, the evaluation method for macroscopical status, the evaluation method for application about the grouting engineering measures, such as the grouted anchors, the grouted vertical steel pipes, and the anchored steel frame, are proposed. Lastly, four selection principles of the evaluation methods for project efficiency of highway slope treatment project are suggested.
     (5)According to above researches, the software systems of security evaluation for project efficiency of highway slope treatment project based on the platform of GIS, including the database system of slope information, the query system of slope information, the evaluation and decision system of project efficiency, the maintenance and management system, are developed, on the basis of Yuanjiang-Mohei highway slope treatment project. The software systems are used to evaluate the project efficiency of K2559+580 slope treatment project, which is located at the entrance to Sangongqing tunnel. The results show that the method and criteria of security evaluation, and the software system of security evaluation for project efficiency of highway slope treatment project based on the platform of GIS are reliable.
     Currently, the security evaluation for project efficiency of highawy slope treatment project is very important for our country. On the one hand, some slop projects constructed early need to be evaluted, on the other hand, the project efficiency of new slop treatment engineerings need to be examined too. So the researches of this paper will help improving the work of the security evaluation for project efficiency of highawy slope treatment project.
引文
[1]张倬元,王兰生,王士天.工程地质分析原理(第二版).北京:地质出版社,1994
    [2]加拿大矿物和能源技术中心.边坡工程手册.祝玉学,邢修祥译.北京:冶金工业出版社,1984
    [3] E.Hoek,J.W.Bray.岩石边坡工程.卢世宗译.北京:冶金工业出版社,1983
    [4]孙玉科,李建国.岩质边坡稳定性的工程地质研究.地质科学,1965,(4)
    [5]谷德振等.岩体工程地质力学基础.北京:科学出版社,1979
    [6]孙五科,古迅.赤平极射投影在岩体工程地质力学中的应用.北京:科学出版社,1980
    [7]王思敬.赤平极射投影方法及其在岩体工程中的应用.岩体工程地质力学问题(一),北京:科学出版社,1976
    [8]孙玉科,姚宝魁,许兵.矿山边披稳定性研究的回顾与展望.工程地质学报,1998,6(4)
    [9]孙玉科,姚宝魁.我国岩质边坡变形破坏的主要地质模式.岩石力学与工程学报,1983,2(l),67—76
    [10] R.E.Goodirnan. Methods of Geological Engineering in Discontinuous Rock. West Publishing Company,1976
    [11]胡厚田、赵晓彦.中国红层边坡岩体结构类型的研究.岩土工程学报2006年6月
    [12]俞敏,李旺珍,胡华敏,谭彬建预应力锚索在公路高陡边坡加固整治工程中的应用探矿工程2006年第8期
    [13]郑明新滑坡防治工程效果的后评价研究博士学位论文河海大学2005.9
    [14]桂树强预应力锚索抗滑桩结构计算方法地球科学---中国地质大学学报第30卷第2期2005年3月
    [15]周永江何思明杨雪莲预应力锚索的预应力损失机理研究岩土力学第27卷第8期2006年8月
    [16]程小荣王冬珍《格构锚固技术及其在滑坡整治中的应用》,《人民长江》,Vol.28.NO.6,1997
    [17]《岩土工程安全监测手册》编写组.岩土工程安全监测手册[M].北京:中国水利水电出版社,1999
    [18]冷伍明,魏丽敏,华祖.无粘结预应力筏板基础地基反力测试研究[J] .岩土工程学报. 2000,22(4):456—460
    [19]刘宝有.钢弦传感器及其应用[M].北京:中国铁道出版社,1986
    [20]徐祯祥,闫莫明,苏自约.岩土锚固技术与西部开发[M].北京:人民交通出版社,2002
    [21]赵长海,董在志,陈群香等.预应力锚固技术[M].北京:中国水利水电出版社,2001
    [22]程良奎等.岩土锚固[M].北京:中国建筑工业出版社,2003
    [23]朱效尧等.公路桥涵技术手册:预应力技术及材料设备[M].北京:人民交通出版社,2000
    [24]中国岩土锚固工程协会.岩土锚固新技术[M].北京:人民交通出版社,1998
    [25]陈志坚,游庆仲,林闽,李筱艳.振弦式压力盒在刚性接触面应力监测中的应用研究.中国工程科学[J]. 2002,4(12):80—85
    [26]高大水,曾勇.三峡永久船闸高边坡锚索预应力状态监测分析.岩石力学与工程学报[J]. 2001,20(5):653—656
    [27]张玉芳,李奇平,张治平.预应力锚索抗滑桩工程中锚索拉力实测与分析[J].中国铁道科学,2003, 24(3):21—25
    [28]中国岩土锚固工程协会.岩土锚固工程技术[M].北京:人民交通出版社,1996.
    [29]赵明阶何光春王多垠编著边坡工程处治技术[M]京:人民交通出版社,2004
    [30] GB50021-2001岩土工程勘察规范[S].北京:中国建筑工业出版社,2001
    [31]《工程地质手册》编委会.工程地质手册[R].北京:中国建筑工业出版社.1992
    [32]林宗元.岩土工程勘察设计手册[R].沈阳:辽宁科技出版社,1996
    [33]谷德振.岩体工程地质力学基础[M].北京:科学出版社,1979.
    [34]胡厚田,刘涌江.M形路堑边坡病害及其勘察设计问题[J].公路交通科技,2001,4(18):1–3
    [35]郑明新,许润龙,蒋新龙,等.泰赣高速公路k211高边坡工程防护效果数值分析[[J].公路交通科,2005.22(11): 68—71
    [36] R.E.Goodman,D.S. Kieffer. Behavior of rock in slopes. Journal of GeotechnicalandGeoenvironmental Engineering.2000,8:675—684
    [37] Boutrup A.W., Lovell C.W. Search technique in slope stability analysis, Engineering Geology. 1980,36(1):56-51
    [38] Haruo Shuzui. Process of slip-surface development and formation of slip-surface clay in landslides in Tertiary volcanic rocks. Engineering Geology. 61(4), 2001:199-240
    [39] FuKuzono T. Recent studies on time prediction of slope failure. Landslide News, 1990,4:9-12
    [40] Crosta G.B. Agliardi F. Failure forecast fox large rock slides by surface displacement measurements. Can. Geotech J.2003:40:176-191
    [41] Bishop A.W. The use of the slip circle in the stability analysis of slopes. Geotechnique 1955, 5(1)
    [42] Janbu. N. Slope stability comutations. Embankment Dam Engineering. New YorkL John Wiley&Sons, 1973
    [43] Morgenstern N. R.&Price V.E. The analysis of stability of general slip surfaces. Geotechnique. 1965,15(1)
    [44] Spencer E. A method of analysis of the stability of embankments assuming parallel inter-slice forces, Geotechnique. 1967,17(1)
    [45] Spencer E. Thrust line criterion in embankment stability analysis. Geotechnique. 1973,23(1)
    [46] Sarma S.K. Stability analysis of embankments and slopes. Geotechnique. 1973,23(3)
    [47] Baker R.&Garber.M. Theoretical analysis of the stability of slopes. Geotechnique. 1978, 28(4)
    [48] Kaplan. S. The general theory of quantities risk assessment. In Risk based desion making water resources. American Society of Civil Engineering, Water Resources Planning and Development Division. Edited by Y.Y. Haimes. D.A. Maset, and E.Z.stakhiv. 1991:11-39
    [49] Christian,I.J.,Ladd, C.C., and beaches, G.B. Reliability and probability in slope stability analysis. In Stability and Performance of Slopes and Embankment. Edited by R.B., Seed and R.W. Ballinger. American Society of Civil Engineering. Geotechnical Special Publication 12.1992:1071-1111
    [50] Clifton P M, Neuman S P.Effect of Cringing and inverse modeling on Conditional simulation of the Avra valley aquifer in Southern Arizona, Water Resource Research. 16(1), 1980:217-223
    [51] Hull, T.S. and Poulous H.G. Discussion:Design Method for Stabillity of Slopes with Piles. Journal of Geotechnical and Geoenvironment Engineering,ASCE.125(9),1999:991-913
    [52] L.K.Ginxburg, Effectiveness of anti landslide retaining structures. Landslides, Proceedings of The Seventh international symposium on Landslides, 1996
    [53]《工程地质手册》中国建筑工业出版社,1982年9月第二版。
    [54]《岩土工程勘察规范》中国建筑出版社,2002年北京
    [55]胡厚田.崩塌与落石.北京:中国铁道出版社,1988
    [56]徐邦栋.不同类型滑坡的含义和特点.滑坡文集(第2集).北京:人民铁道出版社,1988
    [57]王恭先,李天池.我国滑坡研究的回顾与展望.滑坡论文集.成都:四川科学技术出版社,1989
    [58]铁路滑坡分类及分布规律研究专题组.铁路滑坡分类方案.滑坡论文集(第2集).北京:人民铁道出版社,1976
    [59]王恭先,徐峻岭,刘光代,李传珠.滑坡学与滑坡防治技术.北京:中国铁道出版社,2004
    [60]郑颖人,陈祖煜,王恭先,凌天清.边坡与滑坡工程治理.北京:人民交通出版社,2007
    [61]中华人民共和国交通部.JTGD30-2004公路路基设计规范,北京:人民交通出版社,2004
    [62]徐邦栋.滑坡的分析与防治.北京:中国铁道出版社,2001
    [63]铁道部科学研究院西北研究所.滑坡防治.北京:人民铁道出版社,1972
    [64]程良奎等.岩土加固实用技术.北京:地震出版社,1994
    [65]吴贵新.我国铁路抗滑支挡工程的应用与发展综述.滑坡文集(第十四集).北京:中国铁道出版社,2000:8~15
    [66]李海光等.新型支挡结构设计与工程实例[M].北京:人民交通出版社. 2004
    [67]王恭先.抗滑支挡建筑物地发展动向.滑坡文集(第十三集).北京:中国铁道出版社,1998:60~64
    [68]公路养护技术规范(JTJ 073-96),人民交通出版社, 1996
    [69]公路隧道养护技术规范(JTJ H12-2003),人民交通出版社, 2003.
    [70]公路路基设计规范(JTG D30-2004),人民交通出版社, 2004.
    [71]铁路路基支挡结构设计规范(TB10025—2001),中国铁道出版社,2003年,北京
    [72]建筑边坡技术规范(GB 50330—2002),中国建筑工业出版社,2002年,北京
    [73]中华人民共和国国家标准.建筑地基基础设计规范(GB50007-2002).北京:中国建筑出版社,2002
    [74]岩土锚杆(索)技术规程(CECS 22:2005),中国计划出版社,2005.
    [75]岩土锚杆(索)技术规程(CECS 22:2005),中国计划出版社,2005.
    [76]张咸恭,王思敬,张倬元.中国工程地质学[M].北京:科学出版社,2000
    [77]陈祖煜.土质边坡稳定分析方法原理·方法·程序[M].北京:中国水利水电出版社. 2003
    [78]赵尚毅,郑颍人,邓卫东.用有限元强度折减法进行节理岩质边坡稳定性分析[J].岩石力学与工程学报,2003,22(2):254~260
    [79]郑颍人,赵尚毅,邓卫东.岩质边坡破坏机制有限元数值模拟分析[J].岩石力学与工程学报,2003,22(12):1943~1952
    [80]张从明,张玉芳、吴华金.高等级公路边坡病害防治技术[M],2004.
    [81]夏元友,朱瑞庚.病害边坡治理方案选择的智能辅助决策系统[J].岩石力学与工程学报,1998,17(4):453~458
    [82]王可钧,李焯芬.植物固坡的力学简析[J].岩石力学与工程学报,1998,17(6):687~691
    [83]袁宝远,杨志法,刘大安等.边坡不稳定先兆分析系统[J].岩石力学与工程学报,1999,18(2):166~169
    [84]许东俊,陈从新,刘小巍等.岩质边坡滑坡预报研究[J].岩石力学与工程学报,1999,18(4):369~372
    [85]陈述彭.地理信息系统导论[M].北京:科学出版社,19911.
    [86]李德仁等.地理信息系统导论[M].武汉:测绘出版社,1993
    [87] Aleotti P, Chowdhury R., Landslide hazard assessment: summary review and new perspectives[J].Bull. Eng. Env., 1999,58(1):21~44
    [88] Anbalagan D., Landslide hazard evaluation and zonation mapping in mountainousterrain[J]. Engineering Geology, 1992,32(3):269~277
    [89] Baligh M M, Azzouz A S. End effect on the stability of cohesive slopes[J]. ASCE Journal of the Geotechnical Engineering Division, 1975, 101(GT11):1105~1107
    [90] Carrara A, Multivariate models for landslide hazard evaluation [J]. Mathematical Geology, 1983, 403(27): 15~23.
    [91] Carrara A. GIS technology in mapping landslide hazard[A]. In: Carrara A, Guzzetti F ed. Geographical Information Systems in Assessing Natural Hazards[C]. Dordrecht: Kluwer Acad. Publ., 1995, 135~176
    [92] Dai F C, Lee C F. Terrain-based mapping of landslide susceptibility using a geographical information system: a case study[J]. Can Geotech. J., 2001,38(9): 911~923
    [93] De Roo A P J. Modeling surface run off and soil erosion in catchments using geographical information systems[R]. Utrecht: Nederlanse Geographische Studies 157, 1993
    [94] Esaki T, Xie M, Zhou G, et al. 3D critical slope stability analysis based on GIS and Monte Carlo simulation [A]. In: the 38th U.S. Rock Mechanics Symposium. Rock Mechanics in the National Interest[C]. Washington D.C., USA: [s.n.], 2001, 1137~1143
    [95] Huma I Radulescu. Automatic production of thematic maps of slope instability [J]. Bulletin of the International Association of Engineering Geologists, 1978, 95(9): 17~25
    [96] Hutchinson J N. Landslide hazard assessment[A]. In:Proc. VI Int. Symp. On Landslide[C]. Christchurch:[s.n.], 1995,1:1805~1842
    [97] Mankelow M Joseph, Mupphy Willian. Using GIS in probabilistic assessment of earthquake triggered landslide hazard[J]. Journal of Earthquake Engineering, 1998,2(4): 593~623
    [98] Van Westen C J. Application of geographic information system to landslide hazard zonation[R]. International Institute for Aerospace Survey and Earth Sciences, Publication 15,1993
    [99] Van Westen C J. Terlien M. Deterministic landslide hazard analysis in GIS: a case study from Manizales[R]. 1996
    [100] Van Westen C J. Rengers N, Terlien M. et al. Prediction of the occurrence of slope instability phenomena through GIS-based hazard zonation [J]. Geologische Rundschau,1997,86(4): 404~414
    [101] Van Westen C J. GIS in landslide hazard zonation: a view with examples from the Andes of Colombia [A]. In: Martin F P, Heywood D lan ed. Mountain Environment and Geographic Information Systems[C]. New York: Taylor&Francis, 1998
    [102] Xie M, Zhou G, Esaki T. Landslide hazard assessment using Monte Carlo simulation based on GIS[A]. In: Proc. of the 10th International Conference of IACMAG[C]. Arizona, USA: [s.n.], 2001,169~173
    [103]谢谟文,江崎哲郎,周国云等.基于GIS空间数据库的三维边坡稳定性分析[J].岩石力学与工程学报. 2002, 21(10): 1494~1499
    [104]兰恒星,伍法权,周成虎等.基于GIS的云南小江流域滑坡因子敏感性分析[J].岩石力学与工程学报, 2002, 21(10): 1500~1506
    [105]单新建,叶洪,李焯芬等.基于GIS的区域滑坡危险性预测方法与初步应用[J].岩石力学与工程学报, 2002, 21(10): 1507~1514
    [106]李先华,陈晓清,胡凯衡等. GIS支持下的滑坡运动过程数字仿真[J].岩石力学与工程学报, 2001, 20(2): 175~179
    [107]林孝松,赵纯勇. GIS在重庆市地质灾害信息管理系统中的应用.灾害学. 2003.3, Vol.18No.1
    [108]兰恒星,王苓涓,周成虎.地理信息系统支持下的滑坡灾害分析模型研究.工程地质学报. 2002.10(4): 421~427
    [109]兰恒星,伍法权,王思敬.基于GIS的滑坡CF多元回归模型及其应用.山地学报.2002.12,Vol.20, No.6: 732~737
    [110]胡新丽,唐辉明. GIS支持的斜坡地质灾害空间预测系统框架设计.地质科技情报. 2002.3, Vol.21,No.1
    [111]高富,艾夕辉等. GPS、GIS技术在西庄河流域滑坡灾害研究中的应用.山地学报. 2003.4, Vol.21,No.2:239~245
    [112].张勇,陈新民.地理信息系统在边坡数据处理中的应用[J].西部探矿工程,2003.8:178~179
    [113]戴吾蛟,邹峥嵘,何凭宗.3D-GIS在边坡监测中的应用[J].地矿测绘,2001,17(4):1~4
    [114]孙敏,唐小明,赵仁亮.面向对象的三维矢量GIS数据模型及拓扑关系的建立[J]测绘通报,1998,(7)
    [115]易善帧.基于单纯形的3D-GIS数据模型及其初步设计[J].测绘通报,1999,(2)
    [116]边馥苓,傅仲良,胡自锋.面向目标的栅格矢量一体化三维数据模型[J].武汉测绘科技大学学报,2000,(4)
    [117]李青元,林宗坚,李成明.真三维GIS技术研究的现状与发展[J].测绘科学,2000,(2)
    [118]胡金星,吴立新,等.三维地学模拟体视化技术的应用研究[J].煤炭学报,1999,(4)
    [119]程朋根,龚建雅地质矿山中三维GIS数据模型的应用问题[J].矿山测量,1999,(2)
    [120]龚建雅,夏宗国.矢量与栅格集成的三维数据模型[J].武汉测绘科技大学学报,1997,(1)
    [121]孙敏.三维城市模型的数据建模研究[D].长沙:中南大学,2000
    [122] LiRX. Data structure and application issues in 3D Geographical information system [J]. Geomatic.1994, 48(3): 209~224
    [123]谢谟文,江崎哲郎,周国云,基于边坡单元的三维滑坡灾害评价的GIS方法,岩石力学与工程学报, 2003.6 22(6):969~976
    [124] Baeza C., Corominas J. Assessment of shallow landslide susceptibility by means of statistical techniques [A]. In: Proc VII Int. Symp. On landslide, Trondheim[C], 1996,1:153~158
    [125] Carrara A. Multivariate methods for landslide hazard evaluation [J]. Mathematical Geology, 1983, 15:403~426
    [126]文宝萍.滑坡预测预报研究与发展趋势[J].地学前缘. 1996,3(1~2):86~92
    [127] Fell R. Landslide risk assessment and acceptable risk [J]. Journal of Canadian Geotechnique, 1994, 31:261~272
    [128]戴福初,李军.地理信息系统在滑坡灾害研究中的应用[J].地质科技情报.2000,19(1): 91~96
    [129] Wang Shu-Qiang. Using GIS Models in the slope instability analysis of Lanzhou Loers Region China. Geological Hazards, Proceeding of Beijing International Symposium, Oct. 1991:20~25
    [130]何满潮等.三峡库区边坡稳态3S实时工程分析系统研究.工程地质学报. Vol.7, No.2, June 1999
    [131] R.P.GUPTA and B.C.JOSHJ. Landslide Hazard zoning using the GIS approach-A casestudy from the ramganga catchment, Himalayas. Engineering Geology 28, 1990.
    [132] C.Gokceoglu, H.Aksoy, Landslide susceptibility mapping of the slopes in the residual soils of the Mengen region (Turkey) by deterministic stability analyses and image processing techniques. Engineering Geology, 1996:44
    [133] Luzi, Lulia, Application of statistical and GIS techniques to slope instability zonation(1:50000 Fabriano geological map sheet). Soil Dyn Earthquake Eng, Feb. 1996
    [134] Divakarla, Pawan, Stability analysis of slope in western Puerto Rico: A GIS approach, Stability of natural slopes in coastal plain. Getech Spec n.77, 1998. Procee
    [135]李冬田.岩坡摄影地质测量与岩坡工程地质信息系统(RSIS)。河海大学学报.19911.1
    [136]李冬田,余运华,李青禾.岩坡信息系统方法及其用于黄河小浪底东苗家滑坡试验.中国工程地质50年.北京:地震出版社.2000.9
    [137]郑贵州.地理信息系统在地质学中的应用.地球科学.Vol.23 No.4 July 1998.
    [138]吴冲龙.计算机技术与地矿工作信息化.地学前缘.Vol.5 No.1~2 Apr. 1998
    [139]李先华等.数字地形图上滑坡动态方向稳定性系数的计算与滑坡华东方向的确定.岩石力学与工程学报. 19911.6, 18(3).

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