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公路水毁机理与决策系统研究
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摘要
改革开放30年来,我国国民经济持续快速发展,公路交通事业也取得了跨越式发展。伴随而来的是滑坡、崩塌、泥石流等公路水毁灾害问题愈发突出,严重威胁着公路建设、交通运营和人民生命财产安全。因此,为解决公路尤其是山区低等级公路频繁多发的水毁灾害问题,保障公路畅通和行车安全,通过对大量公路水毁路段的现场调查和相关资料分析,展开水毁防治系统性、整体性研究,形成科学的灾害识别及预警预报方法和技术体系,具有十分重要的研究意义和实用价值。
     本文通过现场资料调查分析、安全实时监测、理论计算研究、室内模型试验、系统开发应用等方法,全面深入地开展公路水毁机理与决策系统研究,进行暴雨型公路水毁的规律与成灾机理分析,深入分析和探讨降雨作用下公路路堤边坡水毁机制,初步展开潜在公路水毁模式识别研究,着重开展暴雨型公路水毁环境区划和预警预报研究,研究并开发了公路水毁数据资料网络化管理系统,为提高公路防灾抗灾能力、确保安全畅通提供技术支持,为正确判断公路水毁灾害的成灾可能性和合理施加预防性防护措施提供科学的决策依据。通过以上诸多研究,得到主要成果和结论具体如下:
     (1)通过对诸多水毁现场资料的分析整理,按不同的划分标准对公路水毁进行类型划分,总结归纳得出地形地貌条件和山区公路特点是水毁产生的内因,气象条件是水毁产生的外因。
     (2)为研究暴雨型公路水毁的成灾机理过程,根据时间对一次暴雨过程进行阶段划分,明确了各阶段不同的成灾机理,进而提出了公路水毁防灾减灾社会对策和科学技术对策。
     (3)为了更深入地研究降雨作用下路堤边坡失稳破坏机制,通过构建路堤边坡概化模型,应用水力学剪切起动理论探讨了坡面冲刷的机理,推导出概化冲刷深度理论计算公式,并采用模型试验验证了公式的合理性与可靠性。
     (4)通过坡面冲刷室内模型试验,模拟了边坡水毁过程中水的作用机制,分析了冲刷-渗透耦合过程中路堤边坡失稳坍塌破坏的力学机制,并通过模型试验的结果,得出了具有链式特性的实际路基水毁发育过程,为坡面工程防护措施决策提供技术保障。
     (5)针对水毁灾害类型多样、成灾机理复杂的特点,展开潜在公路水毁模式识别研究,通过建立快速准确的坡面冲刷神经网络水毁模型,及时识别潜在水毁,并通过实例验算表明模型具有较好的预测效果,可以满足应用需求。
     (6)采用模糊综合评判和层次分析法对一定区域内不同流域单元公路水毁综合易发指数进行评判,从而进行公路水毁环境区划,有助于正确认识公路水毁的时空演变规律。在环境区划的基础上,建立一种基于降雨量等级指数法的公路水毁预警预报方法,工程实践应用表明,该预报方法有良好的应用效果。
     (7)为实现水毁资料的上报、评估、决策等过程资料的网络化管理,研究并开发了浙江省公路水毁网络化管理与决策系统,采用了Veb Service网络技术使系统满足在INTERNET上应用的要求,并结合水毁修复治理工程实例着重强调系统的实践应用。
Over the past thirty years of reform and opening up, China's national economy has achieved continuous and rapid development, so as leap frog development achieved in highway traffic construction. It is accompanied by more and more highway flood damage disasters such as landslides, rockfalls and debris flows, which seriously threat the road construction, transport operation and people's lives and property. Therefore, in order to solve the frequent disasters along highway especially low-grade highway in mountain areas and guarantee the road clearness, based on the field investigations of massive road water damage spots and the related data analysis, it is needed to expand systemic and holistic research of flood damage prevention&treatment and form scientific methods and technologies of disaster recognition and early-warning&prediction.Above all, this has important research significance and practical value.
     By means of field investigation analysis, safety real-time monitoring, theoretical calculation, laboratory model test, system development and application, the dissertation has entirely, intensively and systematically excuted the research on mechanism and data management system of highway flood damage. And then, the law and disaster mechanism analysis of highway flood damage under rainstorm was conducted. The failure mechanism of highway embankment slope in rainfall action was thoroughly analysed and discussed. The pattern recognition of potential highway flood damage was initially expanded. The environmental regionalization and early-warning&prediction of highway flood damage caused by rainstorm were mainly emphasized. The management system of highway flood damage was developed and researched. These could supply technical support for improving road disaster prevention capabilities and ensuring road safe and smooth, also could supply scientific decision-making basis of judging disaster possibilities and imposing preventive protective measures. Finally, through the above studies, the main results and conclusions are as fallows:
     (1) With field data analysis of massive road water damage spots, the types of highway flood damage were classified according to different criteria. Then general producing conditions of the flood damage were summarized, terrain conditions and the features of mountain road are its internal factor, as weather conditions is its external factor.
     (2) In order to research disaster mechanism of flood damage under rainstorm, stage division of typhoon rainstorm is conducted according to time and action relationships between different stages and mechanisms are realized, then society countermeasure and science&technology countermeasure are proposed.
     (3) In order to thoroughly study disaster mechanism of highway embankment slope in rainfall action, the generalized model of embankment slope was constructed to discuss scouring mechanism with application of hydraulic shear theory. Then theoretical calculation formula of generalized scouring depth was deduced, and whose rationality and reliability are verified by model test.
     (4) Action mechanism of water in slope is simulated by scouring laboratory model test of slope surface, and failure mechanism of embankment slope in scouring-penetration coupling process is analysed. This phenomenon reflects destroy process of subgrade flood damage with chain characteristic, which could supply technical support for choosing appropriate defending measures.
     (5) According to variant disaster types and complex mechanisms, pattern recognition research of potential flood damage is expanded with construction of rapid and veracious neural network model of slope surface scouring, to duly recgnise potential flood damages. The example checking presents that this model has preferable prediction effect which could satisfy the application requirement.
     (6) Based on fuzzy comprehensive evaluation and analytic hierarchy process, the integrated prone index of highway washout of different watershed units are evaluated in a certain area. Thereby, highway washout environmental regionalization is conducted which is helpful to correctly understanding the spatial-temporal variations of highway washout disease. Moreover, a early-warning and prediction method is established based on rainfall rating index, whose application effect is good showed by engineering practice.
     (7) In order to realize networking management of reporting&evaluating&decision-making of washout data, the management system of highway flood damage is developed. Then, adopting Web Service network technique to satisfy the need of application on INTERNET, and emphasizing engineering application combined with engineering examples of washout repair and treatment.
引文
[1]浙江省公路管理局(朱汉华,沈水进,尚岳全).公路水毁防治[M].北京:人民交通出版社,2010.
    [2]魏强,刘飞.对公路工程中常见地质灾害的分析及防治[J].价值工程,2011,30(9):84-84.
    [3]高冬光.公路与桥梁水毁防治[M].北京:人民交通出版社,2002
    [4]李焕强.台风暴雨引发公路水毁特征与边坡水毁机理[博士学位论文][D].杭州:浙江大学,2008.
    [5]钟杰.山区沿河公路水毁监测及预报预警研究[硕士学位论文][D].杭州:浙江大学,2012.
    [6]宁允龙.浅谈公路交通在国民经济中的地位与作用[J].科技信息(科学教研),2007,(12):455-455
    [7]朱汉华,尚岳全,金仁祥,等.川藏公路西藏境内典型病害防治技术[M].北京:人民交通出版社,2004
    [8]蒋焕章.公路水文勘测设计与水毁防治[M].北京:人民交通出版社,2002
    [9]焦广盛.公路水毁的成因及防治措施[J].建筑施工技术,2010,(2):24-26,30.
    [10]高速,方向池.公路水毁的研究防治现状及问题[J].中国减灾.1999,9(3):39-42
    [11]Pizzto J E. Numerical simulation of gravel river widening[J]. Water Resource Research, 1990 26(9):1971-1980
    [12]Nagata N, Hosoda T, Muramoto Y. Numerical analysis of river channel processes with bank erosion[J]. Journal of Hydraulic Engineering,2000,126(4):243-252
    [13]Ghosh S N, Roy N. Boundary shear distribution in open channel flow[J]. Journal of Hydraulic Division,1970,96(4):966-994
    [14]Rhodes D G, Knight D W. Distribution of shear force on boundary of smooth rectangular duct[J]. Journal of Hydraulic Engineering,1994,120(1):787-807
    [15]Bathurst J C. Distribution of boundary shear stress in river[C]//Rhodes D D, Williams G P. Adjustments of the Fluvial System. Dubuqu, Lowa:Kendall/Hunt Pub Co,1979:95-116
    [16]Osman A M, Thorne C R. Riverbank stability analysis I:theory[J]. Journal of Hydraulic Engineering,1988,114(2):134-150
    [17]Thorne C R, Osman A M. Riverbank stability analysis II:theory[J]. Journal of Hydraulic Engineering,1988,114(2):151-172
    [18]Chapman John A. Stability Concepts of Riverbanks:A Case Study of Riverbank Erosion Along the Snake River, Oregon[C]. Denver, CO, United States. American Society of Civil Engineers, Reston, VA 20191-4400, United States,2004:92-100
    [19]Thorne C R. "Processes and mechanisms of river bank erosion"gravel-bed rivers[M].England:John Wiley and Sons, Inc,1982:227-259
    [20]Darby S E, Thorne C R. Numerical simulation of widening and bed deformation of straight sand-bed rivers Ⅰ:model development[J]. Journal of Hydraulic Engineering,1996, 122(4):184-193
    [21]Darby S E, Thorne C R. Numerical simulation of widening and bed deformation of straight sand-bed rivers Ⅱ:model development[J]. Journal of Hydraulic Engineering,1996, 122(4):194-202
    [22]Amiri-Tokaldany E,ASCE M, Darby S E, et al. Coupling bank stability and bed deformation models to predict equilibrium bed topograghy in river bends[J]. Journal of Hydraulic Engineering,2007,133(10):1167-1170
    [23]Amiri-Tokaldany E, Darby S E, Tosswell P. Bank stablity analysis for predicting reach-scale land loss and sediment yield[J]. Journal of the American Water Resources Association,2003, 39(4):897-909
    [24]Doyle J, Ketcheson G.. Lessons learned from management response to flood-damaged roads in the western Washington Cascades[J]. U S Forest Service Pacific Northwest Research Station General Technical Report PNW-GTR,2007, (689):291-296
    [25]Keller G, Ketcheson G.. Storm damage risk reduction storm proofing low-volume roads[J]. Transportation Research Record,2011, (2203):211-218
    [26]王德山.预防公路水毁的措施[J].公路,1958,(5):39-40
    [27]沈春荣.江苏江都公路管理站采取措施预防公路水毁[J].公路,1964,(7):18-18
    [28]孙启昌.山区公路水毁问题[J].公路,1965,(6):33-35
    [29]黄荣治.高原养路的特点[J].公路,1966,(6):36-37
    [30]李发春.从变迁性河段桥梁水毁事故中吸取教训[J].公路,1980,(4):28-31
    [31]宋为民.造林是防治公路水毁的重要措施[J].内蒙古林业,1985,(7):14-14
    [32]张广才.关于防治高寒地区公路水毁的探讨[J].公路,1985,(6):20-21
    [33]蒋焕章.公路水毁防治(1)—公路水毁预防与根治问题[J].公路,1986,(1):42-46
    [34]蒋焕章.公路水毁防治(2)—公路路基冲刷防护[J].公路,1986,(2):35-43
    [35]蒋焕章.公路水毁防治(3)—公路路基冲刷防护[J].公路,1986,(3):42-48
    [36]蒋焕章.公路水毁防治(4)—路基冲刷防护[J].公路,1986,(4):36-44
    [37]蒋焕章.公路水毁防治(5)—公路路基冲刷防护[J].公路,1986,(6):30-35
    [38]蒋焕章.公路水毁防治(6)—公路路基冲刷防护[J].公路,1986,(7):42-46
    [39]蒋焕章.公路水毁防治(7)—桥渡冲刷防护[J].公路,1986,(8):40-43
    [40]蒋焕章.公路水毁防治(8)—桥渡冲刷防护[J].公路,1986,(9):35-41
    [41]蒋焕章.公路水毁防治(9)—桥渡冲刷防护[J].公路,1986,(10):40-45
    [42]蒋焕章.公路水毁防治(10)—桥渡冲刷防护[J].公路,1986,(11):40-46
    [43]蒋焕章.公路水毁防治(11)—桥渡冲刷防护[J].公路,1986,(12):43-47
    [44]何光.浅谈公路水毁的教训及防治的意见[J].华东公路,1991,(6):74-76
    [45]王大建.平原湖区公路水毁特点及防治[J].公路交通科技,1994,(2):19-22
    [46]姚颖,张启进.高速公路水毁原因与防治[J].东北公路,1994,(3):24-26
    [47]陈洪凯,唐红梅.四川境内公路水毁的基本特征及防治问题探讨[J].重庆交通学院学报,1994,13(增5):103-106
    [48]李海瑞.山区公路水毁的预防与治理[J].内蒙古公路与运输,1995,(2):19-20
    [49]张铸,郝占喜.浅谈山岭区公路水毁防治经验[J].东北公路,1996,(4):76-79
    [50]伍光祥.浅析我省公路水毁原因及减灾措施[J].湖南交通科技,1996,22(4):16-18,21
    [51]徐汉信.对公路水毁原因及防治的思考[J].内蒙古公路与运输,1999,(1):1-3
    [52]张晋龙,贾彩萍.论山区道路的水毁防治技术[J].山西交通科技,2000,(2):26-28
    [53]杜晓光,尹岩,高景华.山区公路水毁原因分析及防治措施[J].辽宁交通科技,2000,(03):9-10
    [54]李治平.陕西公路水毁原因及防治对策[J].公路与汽运,2003,(05):46-48
    [55]李莉.浅谈公路水毁的成因与防治[J].公路,2004,(5):179-182
    [56]许义庭.陕南山区公路水毁调查分析与防治对策研究[硕士学位论文][D].长安:长安大学,2006
    [57]詹振平.山区公路水毁的成因[J].华东公路,2007,(1):20-23
    [58]蒙金冠,李结全.多雨地区公路路基水毁的原因及防治对策[J].西部交通科技,2007,(02):23-25
    [59]方向池,黄润秋.山区公路水毁灾害研究及治理[M].成都:四川大学出版社,2002.
    [60]蒋焕章.公路水文勘测设计与水毁防治[M].北京:人民交通出版社,2002
    [61]张伟.公路桥梁水毁防治排水设施设计施工使用手册[M].长春:银声音像出版社,2005
    [62]高民欢,李辉,张新宇,等.高等级公路边坡冲刷理论与植被防护技术[M].北京:人民交通出版社,2005.
    [63]Wischemier W H, Smith D D. Predicting rainfall erosion losses:A guide to conservation planning U.S. Agric. Handbook.1978, No.537
    [64]Tiwari AK, Risse LM, Nearing MA. Evaluation of WEPP and its comparison with USLE and RUSLE[J]. Transactions of the ASAE,2000,43(5):1129-1135
    [65]Tran LT, Ridgley MA, Duckstein L, et al. Application of fuzzy logic-based modeling to improve the performance of the Revised Universal Soil Loss Equation[J]. Catena,2002, 47(3):203-226
    [66]Tibebe D, Bewket W. Surface runoff and soil erosion estimation using the SWAT model in the Keleta Watershed, Ethiopia[J]. Land Degradation & Development,2011,22(6):551-564
    [67]江忠善,王志强,刘志.黄土丘陵区小流域土壤空间变化定量研究[J].土壤侵蚀与水土保持学报,1996,2(1):1-10
    [68]蔡强国,王贵平,陈永宗.黄土高原小流域侵蚀产沙过程与模拟[M].北京:科学出版社,1998
    [69]罗斌,王秉刚,王选仓.路基边坡坡面冲刷强度探讨[J].中国铁道科学,2002,23(3):82-84
    [70]李志刚,邓学钧,陈云鹤,等.基于神经网络的公路边坡冲刷量模拟计算[J].东南大学学报(自然科学版),2002,32(6):960-963
    [71]李志刚,刘建民.路堤边坡冲刷量预测方法研究[J].华东公路,2003,(6):24-26
    [72]刘建民.基于能量法的路堤边坡冲刷量计算模型研究[J].中国公路学报,2004,17(4):21-24
    [73]汪益敏,王秉刚.公路土质路基边坡坡面冲刷稳定性的模糊综合评价[J].中国公路学报,2005,18(1):24-29
    [74]Horton R E. Erosion development of streams and their drainage basins:Hydrophysical Approach to Quantitative Morphology[J]. Bull. Soc. Am,1945,56(3):275-370
    [75]Govers G. Spatial and temporal variability in rill development processes at the Huldenberg experimental site[J]. Catena,1987, (supp.8):17-34
    [76]Govers G. Grain velocities in overland-flow-A laboratory study [J]. Earth Surface Processes and Landforms,1989,14(6-7):481-498
    [77]Govers G. Relationship between discharge, velocity and flow area for rills eroding loose, nonlayered materials[J]. Earth Surface Processes and Landforms,1992,17(5):515-528
    [78]Leong W K, Chu J, Hight D W. Slip failures in granular slopes:some observations from model tests[C]//Ho KKS, Li KS. Geotechnical Engineering Meeting Society's Needs, Schipholweg, Netherlands, A A Balkema Publishers, Vols 1 and 2, Proceedings, 2001:819-824.
    [79]Nearing M A, Simanton J R, Norton L D, et al. Soil erosion by surface water flow on a stony, semiarid hillslope[J]. Earth Surface Processes and Landforms,1999,24(8):677-686
    [80]Winston R J, Hunt W F, Kennedy S G, et al. Field evaluation of storm-water control measures for highway runoff treatment[J]. Journal of Environmental Engineering,2012, 138(1):101-111
    [81]张科利,秋吉康宏.坡面细沟侵蚀发生的临界水力条件研究[J].土壤侵蚀与水土保持学报,1998,4(1):41-46
    [82]罗斌,王秉刚,胡厚田,等.路基边坡坡面冲刷发生条件探讨[J].水土保持学报,2001,15(4):15-17
    [83]丁文峰,李占斌,丁登山.坡面细沟侵蚀过程的水动力学特征试验研究[J].水土保持学报,2002,16(3):72-75
    [84]李志刚,王春辉.公路边坡冲刷机理初探[J].解放军理工大学学报(自然科学版),2003,4(3):43-45
    [85]朱宝龙,胡厚田,陈强.城市固体废弃物路堑边坡坡面冲刷试验研究[J].岩土力学与工程学报,2004,23(16):2739-2742.
    [86]郭梅.公路土质边坡损坏的水力冲刷机理研究[硕士学位论文][D].吉林:吉林大学,2007
    [87]孙新民.山区公路下边坡水毁机理的物理模拟[硕士学位论文][D].杭州:浙江大学,2008
    [88]崔娥.基于GIS的公路灾害管理系统研究[硕士学位论文][D].长安:长安大学,2009
    [89]郭达志,盛业华,杜培军,等.地理信息系统原理与应用[M].徐州:中国矿业大学出版社,2002.
    [90]张超.GIS基础教育理论与实践及BISPGIS开发研究[博士学位论文][D].吉林:东北师范大学,2003.
    [91]颜辉武,吴涛,王方雄.网络地理信息系统[M].北京:测绘出版社,2006
    [92]Uromeihy A, Mahdavifar M R. Landslide hazard zonation of the Khorshrostam Area, Iran[J]. Bull Engineering Geology Environment,2000, (58):207-213.
    [93]谢翠明.基于GIS的公路地质灾害区域危险性评价与预测[硕士学位论文][D].长沙:中南大学,2008
    [94]Carrara A, Guzzetti F, Cardinali M, et al. Use of GIS technology in the prediction and monitoring of landslide hazard[J]. Natural Hazards,1999,20(2-3):117-135
    [95]Van Westen C J. The modeling of landslide hazards using GIS[J]. Surveys in Geophysics, 2000,21(2-3):241-255.
    [96]Perotto-Baldiviezo H L, Thurow T L, Smith C T, et al. GIS-based spatial analysis and modeling for landslide hazard assessment in steeplands, southern Honduras[J]. Agriculture, Ecosystems & Environment,2004,103(1):165-176.
    [97]Pradhan B. Lee B, Buchroithner M F. Remote sensing and GIS-based landslide susceptibility analysis and its cross-validation in three areas using a frequency ratio model [J]. Photogrammetrie Fernerkundung Geoinformation,2010, (1):17-32
    [98]Pradhan B. Remote sensing and GIS-based landslide hazard analysis and cross-validation using multivariate logistic regression model on three test areas in Malaysia[J]. Advances in Space Research,2010,45(10):1244-1256.
    [99]李贤林.基于GIS技术的云南省道路灾害防治信息系统[硕士学位论文][D].昆明:昆 明理工大学,2002
    [100]王卫东,刘武成.基于GIS的公路地质灾害信息管理与决策支持系统[J].中南大学学报(自然科学版),2003,34(3):302-305
    [101]王卫东.基于GIS的区域公路地质灾害信息管理与空间决策支持系统研究[博士学位论文][D].长沙:中南大学,2009
    [102]张明华.西藏墨脱高等级公路工程地质遥感勘察及GIS应用[J].中南公路工程,2005,30(3):43-47
    [103]吴兴华,姚令侃.基于GIS的西攀高速公路沿线滑坡灾害管理[J].四川测绘,2006,29(2):89-93
    [104]韩贵锋,赵珂,袁兴中,等.基于空间分析的山地生态敏感性评价—以四川省万源市为例[J].山地学报,2008,26(5):531-537.
    [105]赵杰华.基于Web-GIS的公路地质灾害信息系统[J].铁道科学与工程学报,2009,6(4):70-73
    [106]刘斌,殷坤龙,陈丽霞,等.基于GIS的三峡库区高切坡危险性评价与灾害管理系统[J].公路交通科技,2010,27(5):153-158
    [107]牛全福.基于GIS的地质灾害风险评估方法研究—以“4.14”地震为例[博士学位论文][D].兰州:兰州大学,2011
    [108]李智毅,杨裕云.工程地质学概论[M].武汉:中国地质大学出版社,2002.
    [109]尚岳全,王清,蒋军,等.地质工程学[M].北京:清华大学出版社,2006
    [110]李守定,李晓,刘艳辉.清江茅坪滑坡形成演化研究[J].岩石力学与工程学报,2006,25(2):377-384.
    [111]周家文,许卫亚,孙怀昆.古水水电站工程区域堆积体边坡工程地质分析[J].工程地质学报,2009,17(4):489-495
    [112]黄波林,陈小婷.香溪河流域白家堡滑坡变形失稳机制分析[J].岩土工程学报,2007,29(6):938-942.
    [113]江洎洧,项伟,唐辉明,等.极限蓄水位下洞坪水库大沟湾滑坡稳定性预测[J].岩土力学,2010,31(3):805-810
    [114]靳德武,牛富俊,李宁.青藏高原多年冻土区斜坡稳定性研究进展[J].水文地质工程地质,2006,(4):98-102
    [115]翟运雄,蒋丽云.路基边坡稳定性分析[J].西部探矿工程,2011,(5):9-10
    [116]吴凤东,胡乃联,张宇翔.露天矿边坡稳定性方法的探讨[J].中小企业管理与科技(下旬刊),2010,(11):247-248
    [117]夏元友,朱瑞赓.边坡稳定性分析专家系统研制[J].灾害学,1997,12(4):10-14
    [118]夏炜洋.基于灰色理论和神经网络技术的边坡稳定性分析方法研究[硕士学位论文][D].成都:西南交通大学,2005
    [119]Fellennius W, Erdstatiche. Berechnumngenmit reibung und kohasion[M]. Berlin:W. Ernst und Sohn Revised Edition,1927.
    [120]Janbu N. Earth pressure and bearing capcity calculations by generalized procedure of slices[C]//Proceeding of the fourth international conference on soil mechanics and foundation engineering, London,1957, (2):207-212.
    [121]Bishop A W. The use of the slip circle in the stability analysis of slopes[J]. Geotechnique, 1955,5(1):7-17.
    [122]Spencer E. A method of analysis of embankments assuming parallel interslice forces[J]. Geotechnique,1967,17(1):11-26.
    [123]Morgenstern N R, Price V. Analysis of stability of general slip surfaces[J]. Geotechnique, 1965,15(1):79-93.
    [124]Hock E, Bray J W. Rock slope engineering[M].卢世宗,礼成村,夏继祥,等译.北京:冶金工业出版社,1983.
    [125]Revilla J, Castillo E. Calculus of variations applied to stability of slopes[J]. Geotechnique, 1977,27(1):1-11.
    [126]Sarma S K. Stability analysis of embankments and slopes[J]. Journal of the Geotechnical Engineering Division,1979,105(12):1511-1524.
    [127]陈祖煜.土质边坡稳定分析—原理·方法·程序[M].北京:中国水利水电出版社,2003
    [128]陈祖煜.土坡稳定分析通用条分法及其改进[J].岩土工程学报,1983,5(4):11-17
    [129]孙君实.条分法的提法及数值计算的最优化方法[J].水力发电学报,1983,(1):52-64
    [130]孙君实.条分法的数值分析[J].岩土工程学报,1984,6(2):1-12
    [131]Hovland H J. Three-dimentional slope stability analysis of slope[J]. Journal of Geotechnical and Geoenvironment Engineering,1977,103:971-986.
    [132]Chen R H, Chameau J L. Three dimensional limit equilibrium analysis of slopes[J]. Geotechnique,1983,33(1):31-40.
    [133]Lam L, Fredlund D G. A general limit equilibrium model for three-dimensional slope stability analysis[J]. Canadian Geotechnical Journal,1993,30:905-919.
    [134]冯树仁,丰定祥,葛修润,等.边坡稳定性的三维极限平衡分析方法及应用[J].岩土工程学报,1999,21(6):657-661
    [135]陈祖煜,弥宏亮,汪小刚.边坡稳定三维分析的极限平衡方法[J].岩土工程学报,2001,23(5):525-529.
    [136]王文生,谢永利,梁军林.膨胀土路堑边坡的破坏型式和稳定性[J].长安大学学报(自然科学版),2005,25(1):20-24
    [137]赵炼恒,罗强,李亮,等.水位升降和流水淘蚀对临河路基边坡稳定性的影响[J].公路交通科技,2010,27(6):1-8
    [138]张均锋,丁桦.边坡稳定性分析的三维极限平衡法及应用[J].岩石力学与工程学报,2005,24(3):365-370.
    [139]朱大勇,丁秀丽,刘华丽,等.对称边坡三维稳定性计算方法[J].岩石力学与工程学报,2007,26(1):22-27
    [140]朱大勇,丁秀丽,杜俊慧,等.旋转非对称边坡三维安全系数计算[J].岩土工程学报,2007,29(8):1236-1239
    [141]胡兴娥,李明超,徐长义.库区滑坡稳定性二维、三维分析与应用[J].岩土工程学报,2007,29(11):1642-1646
    [142]赵春宏,崔大勇,刘振波,等.GIS数据用于复杂边坡三维极限平衡稳定分析[J].岩土力学,2009,30(3):707-711
    [143]袁富强.三维极限平衡法研究与应用[硕士学位论文][D].北京:中国地质大学(北京),2011
    [144]杨咸启,李晓玲,师忠秀.数值分析方法与工程应用[M].北京:国防工业出版社,2008
    [145]Claugh R W. The finite element method in plane stress analysis [C]. Proceedings of 2nd ASCE Conference on Electronic Computation, Pittsburgh, Pa.,1960
    [146]冯康.基于变分原理的差分格式[J].应用数学与计算数学,1965,2(4):238-262
    [147]Calderon, Ruben A. The applications of back-analysis and numerical modeling to design a large pushback in a deep pit mine[M]. Colorado School of Mines, Golden, CO, United States,2000.
    [148]Griffiths D V, Lane P A. Slope stability analysis by finite elements[J]. Geotechnique,1999, 49(3):387-403
    [149]Griffiths D V, Fenton G A. Probabilistic slope stability analysis by finite elements[J]. Journal of Geotechnical and Geoenvironmental Engineering,2004,130(5):507-518
    [150]Griffiths D V, Marquez R M. Three-dimensional slope stability analysis by elasto-plastic finite elements[J]. Geotechnique,2007,57(6):537-546
    [151]Rahardjo H, Nio A S, Leong E C, et al. Effects of groundwater table position and soil properties on stability of slope during rainfall[J]. Journal of Geotechnical and Geoenvironmental Engineering,2010,136(11):1555-1564
    [152]程谦恭,胡厚田,彭建兵,等.高边坡岩体渐进性破坏粘弹塑形有限元数值模拟[J].工程地质学报,2000,8(1):25-30
    [153]孙伟,龚晓南.弹塑性有限元法在土坡稳定性分析中的应用[J].太原理工大学学报,2003,34(2):199-202.
    [154]汪益敏,陈页开.降雨入渗对边坡稳定影响的实例分析[J].岩石力学与工程学报,2004,23(6):920-924
    [155]杨志刚.降雨入渗条件下土质边坡稳定性分析[硕士学位论文][D].南京:河海大学,2007
    [156]任金来.基于非饱和渗流理论的不同降雨条件下路堑边坡稳定性研究[硕士学位论文][D].天津:河北工业大学,2008
    [157]Zienkiewicz O C, Humpheson C, Lewis R W. Associated and nonassociated visco-plasticity and plasticity in soil mechanics[J]. Geotechnique,1975,25(4):671-689.
    [158]Griffiths D V, Lane P A. Slope stability analysis by finite elements[J]. Geotechnique,1999, 49(3):387-403.
    [159]赵尚毅,郑颖人,时为民,等.用有限元强度折减法求边坡稳定安全系数[J].岩土工程学报,2002,34(3):343-346
    [160]张鲁渝,郑颖人,赵尚毅,等.有限元强度折减系数法计算土坡稳定安全系数的精度研究[J].水利学报,2003,(1):21-27.
    [161]郑颖人,赵尚毅.有限元强度折减法在土坡与岩坡中的应用[J].岩石力学与工程学报,2004,23(19):2281-2288.
    [162]刘祚秋,周翠英,董立国,等.边坡稳定及加固分析的有限元强度折减法[J].岩土力学,2005,26(4):558-561
    [163]年廷凯,栾茂田,杨庆,等.基于强度折减弹塑性有限元法的路堤稳定性分析[J].中国公路学报,2008,21(2):18-22
    [164]陈金锋,宋二祥,徐明.强度折减有限元法在昆明新机场高填方边坡稳定性分析中的应用[J].岩土力学,2011,32(增刊1):636-642
    [165]荣冠,王思敬,王恩志,等.强降雨下元磨公路典型工程边坡稳定性研究[J].岩石力学与工程学报,2008,27(4):704-711
    [166]王协群,张有祥,皱维列,等.降雨入渗条件下非饱和路堤变形与边坡的稳定数值模拟[J].岩土力学,2010,31(11):3640-3645
    [167]贾苍琴,黄茂松,王贵和.非饱和非稳定渗流作用下土坡稳定分析的强度折减有限元方法[J].岩石力学与工程学报,2007,26(6):1290-1296
    [168]于玉贞,林鸿州,李荣建,等.非稳定渗流条件下非饱和土边坡稳定分析[J].岩土力学,2008,29(11):2892-2898
    [169]唐晓松,郑颖人,邬爱清.等.应用PLAXIS有限元程序进行渗流作用下的边坡稳定性分析[J].长江科学院院报,2006,23(4):13-16
    [170]陈丽刚.基于ABAQUS渗流与应力耦合作用的边坡稳定性分析[硕士学位论文][D].郑州:郑州大学,2010
    [171]张晓咏,戴自航.应用ABAQUS程序进行渗流作用下边坡稳定分析[J].岩石力学与工程学报,2010,29(增1):2927-2934
    [172]Cundall P A. Explicit finite difference methods in geomechanics[A]. In:Numerical methods in engineering, proceeding of the EF conference on numerical methods in geomechanics[C]. Balcksburg, Virginia,1976,132-150.
    [173]寇晓东,周维垣,杨若琼.FLAC-3D进行三峡船闸高边坡稳定分析[J].岩石力学与工程学报,2001,20(1):6-10
    [174]Aksoy A, Once, G. A parametric study of slope stability under circular failure condition by a numerical method[C]//Brummer R, Andrieux P, Detournay C, et al. FLAC and Numerical Modeling in Geomechanics, Schipholweg, Netherlands, A A Balkema Publishers, 2003:83-89
    [175]马萃林,朱明,王建华.有限差分法FLAC在边坡稳定性分析中的应用[J].中国矿山工程,2008,37(5):19-22
    [176]Brebbia C A, Butterfield R. Formal equivalence of direct and indirect boundary element methods[J]. Applied Mathematical modelling,1978,2(2):132-134
    [177]Brebbia C A, Walker S. Simplified boundary elements for radiation problems[J]. Applied Mathematical modelling,1978,2(2):135-137
    [178]Brebbia C A. Weighted residual classfication of approximate methods[J]. Applied Mathematical modelling,1978,2(3):160-164
    [179]姚振汉.边界元法[M].北京:高等教育出版社,2010
    [180]邓琴,郭明伟,李春光,等.基于边界元法的边坡矢量和稳定分析[J].岩土力学,2010,31(6):1971-1976
    [181]Cundall P A. A computer model for simulating progressive, large scale movements in blocky rock systems[C]//Proceeding of the International Symposium on Rock Fracture. Nancy, France:[s.n.],1971:11-18
    [182]王泳嘉,邢纪波.离散单元法及其在岩土力学中的应用[M].沈阳:东北工学院出版社,1991
    [183]张丙印,师瑞峰,侯瑜京.昌马水库枢纽工程右岸岩石边坡稳定性的离散元法分析[J].水力发电学报,2002,(1):73-80
    [184]郑文棠,徐卫亚,童富果,等.复杂边坡三维地质可视化和数值模型构建[J].岩石力学与工程学报,2007,26(8):1633-1644
    [185]刁心宏,朱光涛.用离散元法研究锚索锚杆联合加固边坡的机理[J].路基工程,2010,(3):37-39
    [186]李思平,张德政.基于软计算的边坡稳定性评价方法与实现[J].岩土工程技术,2002,(3):135-139
    [187]谢季坚,刘承平.模糊数学方法及其应用[M].武汉:华中理工大学出版社,2000.
    [188]徐卫亚,蒋中明,石安池.基于模糊集理论的边坡稳定性分析[J].岩土工程学报,2003,25(4):409-413
    [189]王艳霞.模糊数学在边坡稳定性分析中的应用[J].岩土力学,2010,31(9):3000-3004
    [190]王广月,崔海丽,李倩.基于粗糙集理论的边坡稳定性评价中因素权重确定方法的研 究[J].岩土力学,2009,30(8):2418-2422
    [191]汪华斌,徐瑞春.BP神经网络在鱼洞河滑坡稳定性评价中的应用[J].长江科学院院报,2002,19(4):62-64.
    [192]聂跃高,施建勇,赵维炳.遗传算法在路堤边坡稳定性分析中的应用[J].水运工程,2003,(1):8-11
    [193]阙金声,陈剑平,王清,等.遗传算法在土坡整体稳定性分析中的应用[J].岩土力学,2008,29(2):415-419
    [194]吴连英,陈洪凯.滑坡整体稳定性遗传分析法及应用[J].重庆交通大学学报,2009,28(5):907-910.
    [195]余文质.基于不确定性分析方法的边坡稳定性评价及预测[硕士学位论文][D].成都:成都理工大学,2008
    [196]Saunsers R T.突变理论入门[M].凌复华译.上海:上海科学技术出版社,1983
    [197]刘思峰,党建国,方志耕.灰色系统理论及其应用[M].北京:科学出版社,2004
    [198]朱华,姬翠翠.分形理论及其应用[M].北京:科学出版社,2011
    [199]张我华,陈合龙,陈云敏.降雨裂缝渗透影响下山体边坡失稳灾变分析[J].浙江大学学报(工学版),2007,41(9):1429-1435
    [200]Yang Kun, Wang Tong-xu, Ma Zhi-tao. Application of cusp catastrophe theory to reliability analysis of slopes in open-pit mines[J]. Mining Science and Technology,2010,20(1):71-75
    [201]赵静波,李莉,高谦.边坡变形预测的灰色理论研究与应用[J].岩石力学与工程学报,2005,24(增2):5799-5802
    [202]王贵成,曹平,林杭,等.用灰色理论确定边坡最优监测点及安全系数[J].中南大学学报(自然科学版),2007,38(3):574-578
    [203]范卫锋,林启太,许惠丽.分形理论在边坡稳定性分析中的应用[J].露天采矿技术,2006,(4):24-26
    [204]Keefer D K, Wilson R C, Mark R K, et al. Real-time landslide warning during heavy rainfall[J]. Science,238(4829):921-925
    [205]Macedo E S, Ogura A T, Santoro J. Landslide warning system in Serra do Mar slopes, Sao Paulo, Brazil[C]//Moore D, Hungr O. Eighth International Congress International Association for Engineering Geology and the Environment, Schipholweg, Netherlands, A A Balkema Publishers, Vols 1-5, Proceedings,1998:1967-1971
    [206]肖曼,马保成,范俊瑛.公路地质灾害的预测预警与应急处置[J].交通企业管理,2011,26(3):64-65
    [207]Aleotti P. A warning system for rainfall-induced shallow failures[J]. Engineering Geology, 2004,73(3-4):247-265.
    [208]Capparelli G, Tiranti D. Application of the MoniFLaIR early warning system for rainfall-induced landslides in Piedmont region(Italy)[J]. Landslides.2010,7(4):401-410.
    [209]Tiranti D, Rabuffetti D. Estimation of rainfall thresholds triggering shallow landslides for an operational warning system implementation[J]. Landslides.2010,7(4):471-481.
    [210]陈豫英,赵光平,王红英,等.宁夏地质灾害气象预报预警研究[J].自然灾害学报,2008,17(3):81-86
    [211]张桂荣,殷坤龙,刘礼领,等.基于WEBGIS和实时降雨信息的区域地质灾害预警预报系统[J].岩土力学,2005,26(8):1312-1317
    [212]刘兴权,姜群鸥,战金艳.地质灾害预警预报模型设计与应用[J].工程地质学报.2008,16(3):342-347
    [213]宋光齐,李云贵,钟沛林.地质灾害气象预报预警方法探讨—以四川省地质灾害气象预报预警为例[J].水文地质工程地质,2004,(2):33-36
    [214]Ma Li, Miao Qi-long, Zhou Guo-bing, et al. A probabilistic prediction model for heavy rain-caused landslides in the Chongqing region[J]. Acta Meteorologica Sinica.2009, 23(5):642-647
    [215]张红兵.云南省地质灾害预报预警模型方法[J].中国地质灾害与防治学报.2006,17(1):40-42
    [216]叶亚鹏,金云龙.广东省地质灾害预警预报方法初探[J].山西建筑.2009,35(9):129-130
    [217]杨忠.边坡变形监测与滑坡预报[J].露天采矿技术,2003,(1):17-18
    [218]汤明高,许强.对非线性科学在地质灾害领域的认识和展望[J].灾害学,2003,18(3):72-76
    [219]Pradhan B, Singh R P, Buchroithner M F. Estimation of stress and its use in evaluation of landslide prone regions using remote sensing data[J]. Natural Hazards and Oceanographic Processes from Satellite Data,2006,37(4):698-709
    [220]许强,黄润秋,向喜琼.地质灾害发生时间和空间的预测预报[J].山地学报,2000,18(增刊):112-117
    [221]周申立,廖露,侯万儒.基于三元结构的地质灾害预警系统研究[J].四川大学学报(工程科学版),2007,39(5):31-37
    [222]冯杭建,李伟,麻土华,等.地质灾害预警预报信息发布系统—基于ANN和GIS的新一代发布系统[J].自然灾害学报,2009,18(1):187-193
    [223]邬凯,盛谦,张勇慧,等.山区公路路基边坡地质灾害远程监测预报系统开发及应用[J].岩土力学,2010,31(11):3683-3687
    [224]边肇祺,张学工,张长水,等.模式识别[M],北京:清华大学出版社,1999
    [225]李弼程,邵美珍,黄洁.模式识别原理与应用[M].西安:西安电子科技大学出版社,2008
    [226]梁凤国,董增川,王殿武.基于模糊模式识别法的辽宁省汛期降水预测与分析[J].水文,2010,30(3):48-49
    [227]纪昌明,周念来.基于模式识别的水文预报模型[J].统计与决策,2007,(6):146-147
    [228]杨思全,陈亚宁.基于模糊模式识别理论的灾害损失等级划分[J].自然灾害学报,1999,8(2):56-60.
    [229]袁永博,于雪峰.自然灾害危害度模糊模式识别[J].地震工程与工程振动,2003,23(6):194-197
    [230]王秀丽,王艳红.黄土边坡稳定性的多级模糊模式识别分析[J].甘肃工业大学学报,2001,27(3):85-88
    [231]王旭华,陈守煜,陈雄.边坡稳定性主客观权重模糊模式识别分析[J].岩石力学与工程学报,2005,24(增1):5243-5247
    [232]丁加明,王永和,陈治亚,等.膨胀土路基水毁灾害及其粗糙神经网络预测[J].自然灾害学报,2006,15(6):168-173
    [233]韩涛,毛雪松,任占伟.沿河公路路基坡脚冲刷致灾因子的模糊识别[J].路基工程,2010,(3):93-95
    [234]韩涛.路基水毁灾害识别技术及防治措施研究[硕士学位论文][D].西安:长安大学,2010
    [235]Brand E W, Premchitt J, Phillipson H B. Relationship between rainfall and landslides in Hong Kong[C]//Canadian Geotechnical Society(ed.).4th International Symposium on Landslides, Toronto, Canada, BiTech Publishers, vol.1, Proceedings,1984:377-384.
    [236]吕小平.岩石边坡稳定性结构模式类比评价方法[J].西南交通大学学报,1994,29(1):108-112
    [237]尹顺德,冯夏庭,张友良,等.滑坡加固方案优化的并行进化神经网络方法研究[J].岩石力学与工程学报,2004,23(16):2698-2702
    [238]郝航程,朱方海.基于可拓学理论的边坡潜在破坏模式识别方法[J].地下空间与工程学报,2007,3(4):698-702
    [239]马平均,龙万学,孔纪名.基于模糊综合评价的地质灾害危险性分区[J].贵州工业大学学报(自然科学版),2007,36(6):70-74
    [240]傅文杰.基于FSVM的周宁县地质灾害易发性评价研究[J].西北林学院学报,2011,26(4):85-89
    [241]沈水进,孙红月,朱汉华.台风暴雨引发公路水毁规律分析及防灾对策[J].公路工程,2011,36(6):6-10
    [242]章淹,张义民,白建强.台风暴雨[J].自然灾害学报,1995,4(3):15-22
    [243]汤连生.水—土化学作用的力学效应及机理分析[J].中山大学学报(自然科学版),2000,39(4):104-109
    [244]周正祥,阮璐.山区公路建设与促进山区经济发展关系的研究[J].经济研究导刊,2010,(11):82-83.
    [245]方向池.公路水毁灾害综合防治对策[J].云南交通科技,1998,14(5):33-36.
    [246]李振波,胡超.台州市中心城区台风洪涝灾害分析及防台对策[J].浙江水利水电专科学校学报,2008,20(3):9-13
    [247]姚海林,郑少河,李文斌,等.降雨入渗对非饱和膨胀土边坡稳定性影响的参数研究[J].岩石力学与工程学报,2002,21(07):1034-1039
    [248]李亮,刘兴旺,赵炼恒,等.降雨入渗对路基稳定性影响因素分析[J].铁道科学与工程学报,2007,4(02):19-23
    [249]Lim T T, Rahardjo H, Chang M F, et al. Effect of rainfall on matric suctions in a residual soil slope[J]. Canadian Geotechnical Journal,1996,33(4):618-628
    [250]周建军,徐瑞春,柳景华.大岩淌边坡降雨-应力-非饱和渗流研究[J].长江科学院报,2008,25(06):77-81
    [251]Rahardjo H, Nio A S, Leong E C, et al. Effects of groundwater table position and soil properties on stability of slope during rainfall[J]. Journal of Geotechnical and Geoenvironmental Engineering,2010,136(11):1555-1564.
    [252]刘礼领,殷坤龙.暴雨型滑坡降水入渗机理分析[J].岩土力学,2008,29(04):1061-1066
    [253]吴李泉,张锋,凌贤长,等.强降雨条件下浙江武义平头村山体高边坡稳定性分析[J].岩石力学与工程学报,2009,28(6):1193-1199.
    [254]Montrasio L. Stability analysis of soil-slip[C]//Risk analysis Ⅱ.Southampton:Wit Press, 2000.
    [255]Montrasio L, Valentino R. Experimental analysis and modeling of shallow landslides[J]. Landslides,2007,4(3):291-296.
    [256]Montrasio L, Valentino R. A model for triggering mechanisms of shallow landslides[J]. Natural Hazards and Earth System Sciences,2008,8(5):1149-1159.
    [257]Montrasio L, Valentino R, Losi G L. Rainfall-induced shallow landslides:a model for the triggering mechanism of some case studies in Northern Italy[J]. Landslides,2009,6(3): 241-251.
    [258]徐光明,王国利,顾行文,等.雨水入渗与膨胀土边坡稳定性试验研究[J].岩土工程学报,2006,28(2):270-273
    [259]胡晋川,谢永利,王文生.降雨条件下阶梯状黄土边坡稳定性试验[J].广西大学学报(自然科学版),2010,35(1):83-89
    [260]沈水进,孙红月,孙新民.山区公路坡面冲刷引起的路基水毁机理[J].江南大学学报(自然科学版),2011,10(3):293-297
    [261]沈水进,孙红月,尚岳全,等.降雨作用下路堤边坡的冲刷一渗透耦合分析[J].岩石力学与工程学报,2011,30(12):2456-2462
    [262]李峰,郭院成.降雨入渗对边坡稳定性作用机理分析[J].人民黄河,2007,29(6):44-45
    [263]Fredlund D G, Morgensten N R, Widger R A. The shear strength of unsaturated soils[J]. Conadian Geot.J.,1978,15(3):313-321
    [264]罗斌,王秉纲,王选仓.路基边坡坡面冲刷的基本理论[J].公路交通科技,2002,19(4):27-29
    [265]吴持恭.水力学[M].北京:高等教育出版社,2003
    [266]许建聪.碎石土滑坡变形解体破坏机制及稳定性研究[博士学位论文][D].杭州:浙江大学,2005
    [267]Zadeh L A. Fuzzy sets[J]. Information and Control,1965,8(3):338-353
    [268]李长江,麻土华,朱兴盛.降雨型滑坡预报的理论、方法及应用[M].北京:地质出版社,2008
    [269]Hsu K L, Gupta H V, Soroshian S. Artificial neural network modeling of the rainfall-runoff process[J]. Water Resources Research,1995,31(10):2517-2530
    [270]汪益敏.路基边坡坡面冲刷特性与加固材料性能研究[博士学位论文][D].广州:华南理工大学,2003
    [271]郝建新,林熊斌,姜言送.基于神经网络的边坡冲刷稳定性综合评价[J].水运工程,2007,(2):11-13
    [272]沈水进,孙红月,钟杰.基于降雨量等级指数法的公路水毁预警预报[J].中南大学学报(自然科学版),已录用,刊期待定
    [273]凌建明,官盛飞,崔伯恩.重庆市公路水毁环境区划指标的研究[J].水土保持通报,2008,28(3):141-147
    [274]余丰华,麻土华,张义顺,等.浙江省突发性地质灾害预警预报系统应用研究[J].中国地质灾害与防治学报,2006,17(1):36-39
    [275]李媛.区域降雨型滑坡预报预警方法研究[博士学位论文][D].北京:中国地质大学,2005
    [276]宫清华,黄光庆,郭敏,等.地质灾害预报预警的研究现状与发展趋势[J].世界地质,2006,25(3):296-302
    [277]王思敬.地球内外动力耦合作用与重大地质灾害的成因初探[J].工程地质学报,2002,10(2):115-117
    [278]Wang SJ, Gao Q, Sun SG. Mining slope engineering in China[C]//Chen Z, Zhang JM, Li ZK, et al. Landslides and Engineered Slopes:From the Past to the Future, Boca Raton, USA, CRC Press-Taylor & Francis Group, Vols 1 and 2,2008:2075-2087
    [279]李晓,李守定,陈剑,等.地质灾害形成的内外动力耦合作用机制[J].岩石力学与工程学报,2008,27(9):1792-1806
    [280]李欣.福建省汛期地质灾害气象预报预警介绍[J].福建地质.2006,(3):164-168
    [281]朱泰英.高速公路交通管理系统社会经济影响评价研究[博士学位论文][D].吉林:吉林大学.2004
    [282]张晶晶,赵志忠,向桂兵.高速公路交通安全管理系统[J].北方交通,2012,(1):72-75
    [283]陈美林,马菁.公路桥梁养护管理系统的研究与应用[J].黑龙江交通科技,2011,(4):73-74
    [284]王琳,冯海军,卢朝阳.基于聚类分析的实时交通流量监测系统研究[J].交通与计算机,2003,21(6):20-22
    [285]吴振君,邓建辉,闵弘.基于GIS的滑坡监测信息管理与分析系统[J].岩土力学,2004,25(11):1739-1743
    [286]王卫东,谢翠明.基于ArcIMS的公路地质灾害信息远程查询系统[J].工程勘察,2008,(10):46-49
    [287]赵杰华.基于Web-GIS的公路地质灾害信息系统[J].铁道科学与工程学报,2009,(4):70-73
    [288]阮志敏.公路滑坡监控信息管理系统的设计与实现[J].公路交通科技,2011,(3):19-22
    [289]徐春迪,郭俊理,苟克宁.基于GIS陕西省地质灾害信息管理系统研究[J].西部探矿工程,2006,(3):281-284

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