基于GIS的复杂条件下露井联采边坡稳定性研究
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摘要
本文通过研究分析安太堡露天矿工程地质条件,构建了露井联采边坡MSARMA稳定性计算模型和GIS三维可视化工程地质模型。依次开展了白然条件、降雨、地震、降雨地震耦合作用条件下的露井联采边坡稳定性计算,根据计算所得的边坡稳定系数,基于GIS操作平台,研究了三维可视化边坡稳定性分区,直观立体地显示了复杂条件下的边坡稳定性状况。边坡稳定性计算分析显示,白然状态卜安太堡露天矿边坡稳定性不足。因此,应用集监测、预警、加固、防治于一体的边坡稳定性远程智能监测系统实施露井联采边坡稳定性监测控制,通过开展监测加固条件的三维可视化边坡稳定性分区研究,证实了监测加同系统实施后边坡稳定性明显提升,满足安全要求。
In this dissertation, the MSARMA stability computation model and GIS3D visualization engineering geology model of opencast and underground mining are constructed, through the research and analysis of Antaibao open pit mine engineering geological characteristics. Slope stability calculation of opencast and underground mining under the natural conditions, rainfall, earthquake, rainfall and earthquake coupling conditions are carried out in sequence, according to the slope stability coefficient from calculation, based on the GIS operating platform,3D visualization slope stability partition is researched, which can show the slope stability situation under the complicated conditions visually and stereo. The computational analysis of slope stability show that the stability of Antaibao open pit slope under the natural condition is not enough. Therefore, the slope stability remote monitoring system with the integration of monitoring, early warning, reinforcement, prevention and treatment, is applied for the monitoring and control of opencast and underground mining slope, through the research of3D visualization slope stability partition under the monitoring and reinforcement conditions, it is proved that the slope stability promotes obviously after the monitoring and reinforcement system application, which can meet the safety requirement.
In this dissertation, the MSARMA stability computation model and GIS3D visualization engineering geology model of opencast and underground mining are constructed, through the research and analysis of Antaibao open pit mine engineering geological characteristics. Slope stability calculation of opencast and underground mining under the natural conditions, rainfall, earthquake, rainfall and earthquake coupling conditions are carried out in sequence, according to the slope stability coefficient from calculation, based on the GIS operating platform,3D visualization slope stability partition is researched, which can show the slope stability situation under the complicated conditions visually and stereo. The computational analysis of slope stability show that the stability of Antaibao open pit slope under the natural condition is not enough. Therefore, the slope stability remote monitoring system with the integration of monitoring, early warning, reinforcement, prevention and treatment, is applied for the monitoring and control of opencast and underground mining slope, through the research of3D visualization slope stability partition under the monitoring and reinforcement conditions, it is proved that the slope stability promotes obviously after the monitoring and reinforcement system application, which can meet the safety requirement.
引文
1.蔡美峰,何满潮,刘东燕．岩石力学与工程[M]．北京：科学出版社,2002
2.何满潮,邹友峰,邹正盛．岩石力学研究的现状及其发展趋势[C].地层环境力学,首届中日地层环境力学讨论会论文集,1994:55-72
3.何满潮著．露天矿高边坡工程[M]．北京：煤炭工业出版社,1991
4.孙世国,蔡美峰,王思敬．露天转地下开采边坡岩体滑移机制的探讨[J].岩石力学与工程学报,200019(1)：126-129
5祁留金．2010年以来全球重大山体滑坡及泥石流灾害[OL].新华网,2010-12-06[2012-2-10]
6.谭卫兵,赵洁民．菲律宾南部山体滑坡死亡人数上升到27人[OL].新华网,2011-4-22[2012-2-10]
7大洋新闻．巴西暴雨及山体泪坡至少361人遇难[N/OL].广州日报,2011-01-04[2012-2-10]
8.王恭先,徐峻龄,刘光代等．滑坡学与滑坡防治技术[M]．北京：中国铁道出版社,2007
9.中华人民共和国国土资源部．中国地质环境公报(2004年度)．2005
10中华人民共和国国土资源部．中国地质环境公报(2005年度)．2006
11.中华人民共和国国土资源部．中国地质环境公报(2006年度)．2007
12.中华人民共和国国土资源部．中国地质环境公报(2007年度)．2008
13.中国国土资源部(中国地质环境监测院编),全国地质灾害通报,2009
14.中国国土资源部(中国地质环境监测院编),全国地质灾害通报,2010
15.中国国土资源部(中国地质环境监测院编),全国地质灾害通报,2011
16.凌荣华,陈月娥.塑性应变与塑性应变率疑义下的滑坡判据研究[J]．工程地质学报,1997, 5(4): 346-350
17.李秀珍,许强,黄润秋,汤明高．滑坡预报判据研究[J].中国地质灾害与防治学报,2003, 14(4): 5-11
18.何满潮．滑坡地质灾害远程监测预报系统及其工程应用[J].岩石力学与工程学报,2009, 28(6)
19.张斌．滑坡地质灾害远程监测关键问题研究[D].北京：中国矿业大学(北京)[博士学位论文],2009
20.陶志刚．恒阻人变形缆索力学特性的现场实验研究[D].北京：中国矿业大学(北京)[博士学位论文],2010
21.苏永华,赵明华,邹志鹏,等．边坡稳定性分析的Sarma模式及其可靠度计算方法．水利学报,2006,37(4)：457-463
22.童志怡,陈从新,徐健,等边坡稳定性分析的条块稳定系数法、岩土力学,2009, 30(5)：1393-1398
23.张子新,徐营,黄听．块裂层状岩质边坡稳定性极限分析上限解,同济大学学报(自然科学版), 2010,38(5)：656-663
24.方薇,杨果林,刘晓红．非均质边坡稳定性极限分析上限法．中国铁道科学2010,31(6):14-20
25. Razdolsky. A.G. Slope stability analysis based on the direct comparison of driving forces and resisting forces.Source:International Journal for Numerical and Analytical Methods in Geomechanics, v 33, n 8. p 1123-34,15 Aug,2007
26. Razdolsky. A.G Response to the criticism of the paper'Slope stability analysis based on the direct comparison of driving forces and resisting forces'.Source:International Journal for Numerical and Analytical Methods in Geomechanics. v 35. n 9. p 1076-8,25 June 2011
27. Baker. R. Comment on the paper"Slope stability analysis based on the direct comparison of driving forces and resisting forces by Alexander G. Razdolsky. International Journal for Numerical and Analytical Methods in Geomechanics 2009:33:1123-1134.International Journal for Numerical and Analytical Methods in Geomechanics. v 34. n 8. p 879-80,10 June 2010
28. Razdolsky. A.G.;Yankelevsky. D.Z.;Karinski. Y.S. Analysis of slope stability based on evaluation of force balance. Structural Engineering and Mechanics, v 20. n 3. p 313-34,20 June 2005
29.郭明伟,葛修润,王水林,等．基于矢量和方法的边坡动力稳定性分析．岩石力学与工程学报,2011,30(3)：572-579
30.郭明伟,李春光,葛修润,等．基于矢量和分析方法的边坡滑面搜索．岩土力学,2009,30(6): 1775-1781
31雷远见,王水林．基于离散儿的强度折减法分析岩质边坡稳定性．岩土力学,2006,27(10);1693-1698
32.徐卫亚,周家文,邓俊哗,等．基于Dijkstra算法的边坡极限平衡有限元分析．岩土工程学报,2007,29(8)：1159-1172
33.吴顺川,金爱兵,高永涛．基于广义Hoek-Brown准则的边坡稳定性强度折减法数值分析．岩土工程学报,2006,28(11)：1975-1980
34.宗全兵,徐卫亚．基于广义Hoek-Brown强度准则的岩质边坡开挖稳定性分析。岩土力学,2008,29(11):3071-3076
35.李湛,奕茂田,刘占阁．渗流作用下边坡稳定性分析的强度折减弹塑性有限元法。水利学报,2006,37(5)：554-559
36.唐春安,李连崇,李常文,等．岩土工程稳定性分析RFPA强度折减法．岩石力学与工程学报,2006,25(8)：1522-1530
37.李连崇,唐春安,邢军,等．节理岩质边坡变形破坏的RFPA模拟分析．东北大学学．报(自然科学版),2006,27(5)：559-562
38. Cheng. Y.M.;Lansivaara, T.;Wei. W.B. Reply to "comments on 'two-dimensional slope stability analysis by limit equilibrium and strength reduction methods' by Y.M. Cheng. T. Lansivaara and W.B. Wei." by J. Bojorque. G. De Roeck and J. Maertens.Computers and Geotechnics. v 35. n 2. p 309-11, March 2008
39. Bojorque. J.;De Roeck. G.;Maertens. J. Comments on 'Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods' by Y.M. Cheng. T. Lansivaara and W.B. Wei [Computers and Geotechnics 34 (2007) 137-150].Computers and Geotechnics. v 35. n 2. p 305-8. March 2008
40.蒋青青,胡毅夫,赖伟明,层状岩质边坡遍布节理模型的三维稳定性分析．岩土力学,2009,30(3)：712-716
41.刘爱华,赵国彦,曾凌方,等．矿山三维模型在滑坡体稳定性分析中的应用．岩石力学与工程学报,2008,27(6)：1236-1242
42.王瑞红,李建林,刘杰．考虑岩体开挖卸荷动态变化水电站坝肩高边坡三维稳定性分析．岩石力学与工程学报,2007,26(增1)：3515-3521
43. Chih-Wei Lu;Shing-Cheng Lai.Application of Finite Element Method for safety factor analysis of slope stability.2011 International Conference on Consumer Electronics. Communications and Networks (CECNet), p 3954-7,2011
44. DAcunto. B.; Parente. F.:Urciuoli. G.Numerical models for 2D free boundary analysis of groundwater in slopes stabilized by drain trenches. Computers & Mathematics with Applications, v 53. n 10. p 1615-26. May 2007
45. Li. X. Finite element analysis of slope stability using a nonlinear failure criterion.Source:Computers and Geotechnics. v 34,n 3. p 127-36. May 2007
46.陈吕富,朱剑锋。基于Morgenstern-Price法边坡三维稳定性分析．岩石力学与工程学报,2010,29(7):1473-1480
47.邓东平,李亮,赵炼恒．一种三维均质土坡滑动面搜索的新方法．岩石力学与工程学报,2010,29(增2)：3719-3727
48. Brideau. M.-A.:Pedrazzini. A.:Stead. D.'Froese. C.;Jaboyedoff. M.;Zeyl. D.Three-dimensional slope stability analysis of South Peak. Crowsnest Pass. Alberta. Canada. Landslides, v 8. n 2. p139-58. June 2011
49. Muhsiung Chang.Three-dimensional stability analysis of the Kettleman Hills landfill slope failure based on observed sliding-block mechanism. Computers and Geotechnics. v 32. n 8. p 587-99. Dec.2005
50. Griffiths, D.V.; Marquez. R.M.Three-dimensional slope stability analysis by elasto-plastic finite elements. Geotechnique, n 6. p 537-46. Aug.2007
51.高玮．基于蚁群聚类算法的岩石边坡稳定性分析.岩土力学,2009, 30 (11): 3476-3480
52.徐兴华,尚岳全,王迎超.基于多重属性区间数决策模型的边坡整休稳定性分析．岩石力学与工程学报,2010,29(9)：1840-1849
53.孙书伟,朱本珍,马惠民．一种基于模糊理论的区域性高边坡稳定性评价方法．铁道学报,2010,32(3)：77-83
54.杨静,陈剑平,王吉亮．均匀设计与灰色理论在边坡稳定性分析中的应用．吉林大学学报(地球科学版),2008,38(4)：654-658
55.刘思思,赵明华,杨明辉,等．基于自组织神经网络与遗传算法的边坡稳定性分析方法．湖南大学学报(自然科学版),2008, 35(12)：7-12
56.于怀昌1,2刘汉东2 余宏明,等.基于FCM算法的粗糙集理论在边坡稳定性影响因索敏感性分析中的应用.岩土力学,2008, 29 (7): 1889-1894
57.黄建文,李建林,周宜红．基于AHP的模糊评判法在边坡稳定性评价中的应用。岩石力学与工程学报,2007,26(增1)：2627-2632
58. Xie Songhua; Rao Wenbi.Analysis of RBF Neural Network in Slope Stability Estimation.Source:Journal of Wuhan University of Technology (Information & Management Engineering). v 31. n 5. p 698-700,707,Oct. 2009
59. Sengupta, A.:Upadhyay. A,Locating the critical failure surface in a slope stability analysis by genetic algorithm.Applied Soft Computing, v 9. n 1, p 387-92. Jan.2009
60. Zolfaghari, A.R.:Heath, A.C.; McCombie. P.F.Simple genetic algorithm search for critical non-circular failure surface in slope stability analysis.Computers and Geotechnics, v 32, n 3, p 139-52, April 2005
61.刘立鹏,姚磊华,陈洁,等．基于Hoek-Brown准则的岩质边坡稳定性分析,岩石力学与工程学报,2010,29(增1)：2879-2886
62.邬爱清,丁秀丽,卢波,等.DDA方法块体稳定性验证及其在岩质边坡稳定性分析中的应用．岩石力学与工程学报,2008,27(4)：664-672
63.高文学,刘宏宇L,刘洪洋．爆破开挖对路堑高边坡稳定性影响分析．岩石力学与工程学报,2010,29(增1)：2982-2987
64.沈爱超,李铀．单一地层任意滑移面的最小势能边坡稳定性分析方法．岩土力学,2009,30(8):2463-2466
65.许宝田,钱七虎,阎长虹,等..多层软弱夹层边坡岩体稳定性及加固分析．岩石力学与工程学报,2009,28(增2)：3959-3964
66.黄宜胜,李建林2,常晓林．基于抛物线型D-P准则的岩质边坡稳定性分析．岩土力学,2007, 28 (7):1448-1452
67.张永兴 一,宋西成,王桂林等．极端冰雪条件下岩石边坡倾覆稳定性分析．岩石力学与工程学报,2010,29(6)：1164-1171
68.周德培,钟卫,杨涛．基于坡体结构的岩质边坡稳定性分析．岩石力学与工程学报,2008,27(4):687-695
69.姜海西,沈明荣1,2,程石,等．水下岩质边坡稳定性的模型试验研究．岩土力学,2009,30(7):1993-1999
70.李宁,钱七虎,岩质高边坡稳定性分析与评价中的四个准则．岩石力学与工程学报,2010,29(9):1754-1759
71. Zamani, M. A more general model for the analysis of the rock slope stability.Sadhana, v 33, n 4, p 433-41. Aug.2008
72. Hadjigeorgiou, J.;Grenon. M.Rock slope stability analysis using fracture systems.lnternational Journal of Surface Mining, Reclamation and Environment, v 19, n 2. p 87-99, June 2005
73.陈昌富,秦海军．考虑强度参数时间和深度效应边坡稳定性分析．湖南大学学报(自然科学版),2009, 36(10)：1-6
74. Kyung-Seob Cha:Tae-Hoon KimEvaluation of slope stability with topography and slope stability analysis method.KSCE Journal of Civil Engineering, v 15. n 2, p 251-6, Feb.2011
75. Turer. D.:Turer, A.A simplified approach for slope stability analysis of uncontrolled waste dumps.Waste Management & Research, v 29. n 2. p 146-56. Feb.2011
76. Legorreta-Paulin, G.:Bursik. M.Logisnet:a tool for multimethod. multiple soil layers slope stability analysis.Computers & Geosciences. v 35, n 5. p 1007-16. May 2009
77. Conte. E.:Silvestri. F.;Troncone. A. Stability analysis of slopes in soils with strain-softening behaviour.Computers and Geotechnics. v 37. n 5. p 710-22. July 2010
78. Huat. B.B.K.; Ali. F.H.:Rajoo. R.S.K.Stability analysis and stability chart for unsaturated residual soil slope. American Journal of Environmental Sciences, v 2, n 4, p 154-9,2006
79. Chen, W.W.; Jung-Tz Lin; Ji-Hao Lin; Zhe-Ping Shen.Development of the vegetated slope stability analysis system.Journal of Software Engineering Studies, v 4. n 1. p 16-25, June 2009
80. Roberto. M.; Del Marco. D.; Erica. B.:Erica. Z.Dynamic slope stability analysis of mine tailing deposits:the case of Raibl Mine.AIP Conference Proceedings, v 1020, p 542-9,2008
81. Kalinin. E.V.; Panas'yan. L.L.; Timofeev. E.M.A New Approach to Analysis of Landslide Slope Stability.Moscow University Geology Bulletin. v 63. n 1. p 19-27,2008
82. Perrone. A.; Vassallo. R.; Lapenna. V.; Di Maio. C.Pore water pressures and slope stability:a joint geophysical and geotechnical analysis.Journal of Geophysics and Engineering, v 5. n 3, p 323-37. Sept.2008
83. Navarro. V.;Yustres. A.:Candel. M.:Lo'pez. J.:Castillo. E.Sensitivity analysis applied to slope stabilization at failure.Computers and Geotechnics, v 37, n 7-8, p 837-45. Nov.2010
84. Bui, H.H.;Fukagawa. R.;Sako,K.;Wells. J.C.Slope stability analysis and discontinuous slope failure simulation by elasto-plastic smoothed particle hydrodynamics (SPH).Geotechnique. v 61. n 7. p 565-74. July 2011
85.王栋,金霞．考虑强张度各向异性的边坡稳定有限元分析．岩土力学,2008, 29(3): 667-672
86.周家文,徐卫亚,邓俊哗,等．降雨入渗条件下边坡的稳定性分析．水利学报,2008,39(9)：1066-1072
87.吴长富,朱向荣,尹小涛,等．强降雨条件下土质边坡瞬态稳定性分析．岩土力学,2008,29(2)：386-391
88.廖红建,姬建,曾静．考虑饱和--非饱和渗流作用的土质边坡稳定性分析.岩土力学,2008,29(12):3229-3234
89.刘才华,陈从新．地震作用下岩质边坡块休倾倒破坏分析．岩石力学与工程学报,2010,29(增1):3193-3198
90.谭儒蛟,李明生,徐鹏逍,等．地震作用下边坡岩体动力稳定性数值模拟．岩石力学与工程学报,2009,28(增2)：3986-3992
91.张国栋,刘学,金星,等．基于有限单元法的岩土边坡动力稳定性分析及评价方法研究进展,工程力学,2008,25(增2)：44-52
92. Lo Presti, D.;Fontana. T.;Marchetti. D.Slope stability analysis in seismic areas of the northern apennines (Italy). AIP Conference Proceedings, v 1020, p 525-34.2008
93. Latha. G.M.;Garaga. A.Seismic Stability Analysis of a Himalayan Rock Slope. Rock Mechanics and Rock Engineering, v 43. n 6. p 831-43. Nov.2010
94. Chehade, F.H.:Sadek. M.:Shahrour. I.Non linear global dynamic analysis of reinforced slopes stability under seismic loading.2009 International Conference on Advances in Computational Tools for Engineering Applications (ACTEA). p 46-51.2009
95. Li. A.J.; Lyamin. A.V.:Merifield. R.S.Seismic rock slope stability charts based on limit analysis methods.Computers and Geotechnics. v 36, n 1-2. p 135-48. Jan.-March 2009
96．高荣雄,龚文惠,王元汉,等．顺层边坡稳定性及可靠度的随机有限元分析法.岩土力学,2009, 30 (4):1165-1169
97.谭晓慧．边坡稳定的非线性有限元可靠度分析方法研究．合肥工业大学博士论文,合肥,2008.
98.吴振君,王水林,汤华等.一种新的边坡稳定性因素敏感性分析方法-可靠度分析方法．岩石力学与工程学报,2010,29(10)：2050-2055
99. Abbaszadeh, M.:Shahriar. K.:Sharifzadeh. M.:Heydari, M.Uncertainty and Reliability Analysis Applied to Slope Stability: A Case Study From Sungun Copper Mine.Geotechnical and Geological Engineering, v 29, n 4. p 581-96, July 2011
100. Massih, D.Y.A.:Harb. J.Application of reliability analysis on seismic slope stability.2009 International Conference on Advances in Computational Tools for Engineering Applications (ACTEA). p 52-7.2009
101.徐卫亚,蒋中明．岩土样本力学参数的模糊统计特征研究．岩土力学,2004, 25(3)：342-346
102.徐卫亚,蒋中明,石女池．基于模糊集理论的边坡稳定性分析．岩土工程学报,2003, 25(4): 409-413
103.蒋中明,张新敏,徐卫亚.岩土边坡稳定性分析的模糊有限元方法研究．岩土工程学报,2005, 27(8):922-927．
104.蒋坤,夏才初．基于不同节理模型的岩体边坡稳定性分析．同济大学学报(自然科学版),2009, 37(11):1440-1445
105.冯树荣,赵海斌,蒋中明．节理岩体边坡稳定性分析新方法．岩土力学,2009, 30(6)：1639-1642
106.陈安敏,顾欣,顾雷雨,等．锚固边坡楔体稳定性地质力学模型试验研究．岩石力学与工程学报,2006,25(10)：2092-2101
107. YOON W S, JEONGU J, KIM J H. Kinematic analysis for sliding failure of multi—faced rock slopes[J]. Engineering Geology,2002,67(1):51-61.
108.李爱兵,周先明．露天采场三维楔形滑坡体的稳定性研究．岩石力学工程学报,2002,21(1): 52-55
109.陈祖煜,汪小刚,邢义川,等．边坡稳定分析最大原理的理论分析和试验验证．岩土工程学报,2005,27(5)：495-499
110. CHEN Z Y.A generalized solution for tetrahedral rock wedge stability analysis[J]. International Journal of Rock Mechanics and Mining Sciences,2004,41(4):613-628
111. NOURI H, FAKHER A, JONES C J F P. Development of Horizontal slice Method for seismic stability analysis of reinforced slopes and walls[J]. Geotextiles and Geomembranes.2006,24(2):175-187.
112. KUMSAR H, AYDANO, ULUSAY R. Dynamic and static stability assessment of rock slope against wedge failures. Rock Mechanics and Rock Engineering,2000,33(1):31-51
113. McCombie. P.F..Displacement based multiple wedge slope stability analysis. Computers and Geotechnics, v 36. n 1-2. p 332-41. Jan.-March 2009
114.刘志平,何秀凤,何习平,基于多变量最大Lyapunov指数高边坡稳定分区研究．岩石力学与工程学报,2008,22(增2)：3719-3724
115.黄润秋,唐世强．某倾倒边坡开挖下的变形特征及加固措施分析．水文地质工程地质,2007(6)：49-54
116.曹平,张科,汪亦显,等．复杂边坡滑动面确定的联合搜索法．辽宁工程技术大学学报,2010. 29 (4):814-821
117. Nizametdinov. F.K.;Urdubayev. R.A.;Ananin. A.I.:Ozhigina. S.B.Methodology of Valuating Deep Open Pit Slopes State and Zoning By Stability Factor. Transactions of University. Karaganda State Technical University, n 4. p 44-6,2010
118.苏健．基于ArcGIS的温州市地质灾害危险性预警系统设计与实现。长安大学。硕士学位论文
119. Gao J.Identification of topographic settings conductive to landsliding from DEM in Nelson Country,Virginia, USA。Earth Surface Processes and land arms.1993.18:579_591
120. Randall W.Jibson etc.. A method for producing digital probabilistic seismic landslide hazard maps:an example from the Los Angelesm1998
121．张永波,纪真真．京津唐地质灾害信息管理系统(GHDBS)[J]中国地质灾害与顶治学报,1997,8(2):33、69
122.何满潮,王旭春,崔政权等。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,1999,7(2)
123.郑文棠,张勇平,李明卫等．基于三维可视化模型的高边坡演化过程分析[J].河海大学学报(自然科学版),2009,37(1)：66-70
124.李邵军,冯夏庭,杨成祥．基于三维地理信息的滑坡监测及变形预测智能分析[J]．岩石力学与工程学报,2004,23(21)：3673-3678
125.肖盛燮,钟佑明,郑义．三维滑坡可视化演绎系统及破坏演变规律跟踪[J].岩石力学与工程学报,2006,25(增1)：2618-2628
126.郭希哲,黄学斌,徐开祥．三峡工程库区崩滑地质灾害防治[M]．北京：中国水利水电出版社,2007.
127.陈晓利,叶洪,程菊红．GIS技术在区域地震滑坡危险性预测中的应用龙陵地震滑坡为例[J].工程地质学报,2006,14(3)：333-338
128. Song. Kyo-Young; Oh, Hyun-Joo; Choi. Jaewon. Prediction of landslides using ASTER imagery and data mining models[J]. Advances in Space Research, (49),2012,978-993
129. Hosseyni, S.:Bromhead, E.N.;Majrouhi Sardroud. J.Real-time landslides monitoring and warning using RFTD technology for measuring ground water level[J]. WIT Transactions on the Built Environment, v 119, p 45-54.2011
130.丁瑜,王全才,石书云．基于深部监测的滑坡动态特征分析[J].工程地质学报, 2011,19(2): 284-288
131．王桂杰,谢谟文,柴小庆D—InSAR技术在库区滑坡监测上的实例分析[J].中国矿业,2011,20(3):94-101
132.白永健,郑万模,邓国仕．四川丹巴甲居滑坡动态变形过程三维系统监测及数值模拟分析[J]．岩石力学与工程学报,2011,30(5)：974-981
133. Hosseyni. S.:Bromhead, E.N.;Majrouhi Sardroud. J.Real-time landslides monitoring and warning using RFID technology for measuring ground water level[J]. WIT Transactions on the Built Environment, v 119, p 45-54.2011
134.陈梦熊,马凤山．中国地下水资源与环境[M]．北京：地震出版社,2002. 470-476
135.姚爱军,薛廷河．复杂边坡稳定性评价方法与工程实践[M]．北京：科学出版社,2008.
136.黄杏儿,马劲松,汤勤．地理信息系统概论[M].北京：高等教育出版社,2004
137. Peng ZHANG, Xuchun WANG, Zhigang TAO. Visualization damage Evaluation system research of structure in subsidence area based on GIS. CEEE 2011论文集,2011(8):7084-7087
138.张鹏,何满潮,陶志刚,等．滑坡灾害远程监控系统的改进及应用效果分析[J].岩石力学与工程学报,2011,30(10)：2026-2032
139. ZHANG Peng. TAO Zhigang. CHEN Xiaogang. Development of Landslide Information Acquisition-transmission System Based on Wireless Communication Technology. nswctc2011论文集,2011(2):781-784
2.何满潮,邹友峰,邹正盛．岩石力学研究的现状及其发展趋势[C].地层环境力学,首届中日地层环境力学讨论会论文集,1994:55-72
3.何满潮著．露天矿高边坡工程[M]．北京：煤炭工业出版社,1991
4.孙世国,蔡美峰,王思敬．露天转地下开采边坡岩体滑移机制的探讨[J].岩石力学与工程学报,200019(1)：126-129
5祁留金．2010年以来全球重大山体滑坡及泥石流灾害[OL].新华网,2010-12-06[2012-2-10]
6.谭卫兵,赵洁民．菲律宾南部山体滑坡死亡人数上升到27人[OL].新华网,2011-4-22[2012-2-10]
7大洋新闻．巴西暴雨及山体泪坡至少361人遇难[N/OL].广州日报,2011-01-04[2012-2-10]
8.王恭先,徐峻龄,刘光代等．滑坡学与滑坡防治技术[M]．北京：中国铁道出版社,2007
9.中华人民共和国国土资源部．中国地质环境公报(2004年度)．2005
10中华人民共和国国土资源部．中国地质环境公报(2005年度)．2006
11.中华人民共和国国土资源部．中国地质环境公报(2006年度)．2007
12.中华人民共和国国土资源部．中国地质环境公报(2007年度)．2008
13.中国国土资源部(中国地质环境监测院编),全国地质灾害通报,2009
14.中国国土资源部(中国地质环境监测院编),全国地质灾害通报,2010
15.中国国土资源部(中国地质环境监测院编),全国地质灾害通报,2011
16.凌荣华,陈月娥.塑性应变与塑性应变率疑义下的滑坡判据研究[J]．工程地质学报,1997, 5(4): 346-350
17.李秀珍,许强,黄润秋,汤明高．滑坡预报判据研究[J].中国地质灾害与防治学报,2003, 14(4): 5-11
18.何满潮．滑坡地质灾害远程监测预报系统及其工程应用[J].岩石力学与工程学报,2009, 28(6)
19.张斌．滑坡地质灾害远程监测关键问题研究[D].北京：中国矿业大学(北京)[博士学位论文],2009
20.陶志刚．恒阻人变形缆索力学特性的现场实验研究[D].北京：中国矿业大学(北京)[博士学位论文],2010
21.苏永华,赵明华,邹志鹏,等．边坡稳定性分析的Sarma模式及其可靠度计算方法．水利学报,2006,37(4)：457-463
22.童志怡,陈从新,徐健,等边坡稳定性分析的条块稳定系数法、岩土力学,2009, 30(5)：1393-1398
23.张子新,徐营,黄听．块裂层状岩质边坡稳定性极限分析上限解,同济大学学报(自然科学版), 2010,38(5)：656-663
24.方薇,杨果林,刘晓红．非均质边坡稳定性极限分析上限法．中国铁道科学2010,31(6):14-20
25. Razdolsky. A.G. Slope stability analysis based on the direct comparison of driving forces and resisting forces.Source:International Journal for Numerical and Analytical Methods in Geomechanics, v 33, n 8. p 1123-34,15 Aug,2007
26. Razdolsky. A.G Response to the criticism of the paper'Slope stability analysis based on the direct comparison of driving forces and resisting forces'.Source:International Journal for Numerical and Analytical Methods in Geomechanics. v 35. n 9. p 1076-8,25 June 2011
27. Baker. R. Comment on the paper"Slope stability analysis based on the direct comparison of driving forces and resisting forces by Alexander G. Razdolsky. International Journal for Numerical and Analytical Methods in Geomechanics 2009:33:1123-1134.International Journal for Numerical and Analytical Methods in Geomechanics. v 34. n 8. p 879-80,10 June 2010
28. Razdolsky. A.G.;Yankelevsky. D.Z.;Karinski. Y.S. Analysis of slope stability based on evaluation of force balance. Structural Engineering and Mechanics, v 20. n 3. p 313-34,20 June 2005
29.郭明伟,葛修润,王水林,等．基于矢量和方法的边坡动力稳定性分析．岩石力学与工程学报,2011,30(3)：572-579
30.郭明伟,李春光,葛修润,等．基于矢量和分析方法的边坡滑面搜索．岩土力学,2009,30(6): 1775-1781
31雷远见,王水林．基于离散儿的强度折减法分析岩质边坡稳定性．岩土力学,2006,27(10);1693-1698
32.徐卫亚,周家文,邓俊哗,等．基于Dijkstra算法的边坡极限平衡有限元分析．岩土工程学报,2007,29(8)：1159-1172
33.吴顺川,金爱兵,高永涛．基于广义Hoek-Brown准则的边坡稳定性强度折减法数值分析．岩土工程学报,2006,28(11)：1975-1980
34.宗全兵,徐卫亚．基于广义Hoek-Brown强度准则的岩质边坡开挖稳定性分析。岩土力学,2008,29(11):3071-3076
35.李湛,奕茂田,刘占阁．渗流作用下边坡稳定性分析的强度折减弹塑性有限元法。水利学报,2006,37(5)：554-559
36.唐春安,李连崇,李常文,等．岩土工程稳定性分析RFPA强度折减法．岩石力学与工程学报,2006,25(8)：1522-1530
37.李连崇,唐春安,邢军,等．节理岩质边坡变形破坏的RFPA模拟分析．东北大学学．报(自然科学版),2006,27(5)：559-562
38. Cheng. Y.M.;Lansivaara, T.;Wei. W.B. Reply to "comments on 'two-dimensional slope stability analysis by limit equilibrium and strength reduction methods' by Y.M. Cheng. T. Lansivaara and W.B. Wei." by J. Bojorque. G. De Roeck and J. Maertens.Computers and Geotechnics. v 35. n 2. p 309-11, March 2008
39. Bojorque. J.;De Roeck. G.;Maertens. J. Comments on 'Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods' by Y.M. Cheng. T. Lansivaara and W.B. Wei [Computers and Geotechnics 34 (2007) 137-150].Computers and Geotechnics. v 35. n 2. p 305-8. March 2008
40.蒋青青,胡毅夫,赖伟明,层状岩质边坡遍布节理模型的三维稳定性分析．岩土力学,2009,30(3)：712-716
41.刘爱华,赵国彦,曾凌方,等．矿山三维模型在滑坡体稳定性分析中的应用．岩石力学与工程学报,2008,27(6)：1236-1242
42.王瑞红,李建林,刘杰．考虑岩体开挖卸荷动态变化水电站坝肩高边坡三维稳定性分析．岩石力学与工程学报,2007,26(增1)：3515-3521
43. Chih-Wei Lu;Shing-Cheng Lai.Application of Finite Element Method for safety factor analysis of slope stability.2011 International Conference on Consumer Electronics. Communications and Networks (CECNet), p 3954-7,2011
44. DAcunto. B.; Parente. F.:Urciuoli. G.Numerical models for 2D free boundary analysis of groundwater in slopes stabilized by drain trenches. Computers & Mathematics with Applications, v 53. n 10. p 1615-26. May 2007
45. Li. X. Finite element analysis of slope stability using a nonlinear failure criterion.Source:Computers and Geotechnics. v 34,n 3. p 127-36. May 2007
46.陈吕富,朱剑锋。基于Morgenstern-Price法边坡三维稳定性分析．岩石力学与工程学报,2010,29(7):1473-1480
47.邓东平,李亮,赵炼恒．一种三维均质土坡滑动面搜索的新方法．岩石力学与工程学报,2010,29(增2)：3719-3727
48. Brideau. M.-A.:Pedrazzini. A.:Stead. D.'Froese. C.;Jaboyedoff. M.;Zeyl. D.Three-dimensional slope stability analysis of South Peak. Crowsnest Pass. Alberta. Canada. Landslides, v 8. n 2. p139-58. June 2011
49. Muhsiung Chang.Three-dimensional stability analysis of the Kettleman Hills landfill slope failure based on observed sliding-block mechanism. Computers and Geotechnics. v 32. n 8. p 587-99. Dec.2005
50. Griffiths, D.V.; Marquez. R.M.Three-dimensional slope stability analysis by elasto-plastic finite elements. Geotechnique, n 6. p 537-46. Aug.2007
51.高玮．基于蚁群聚类算法的岩石边坡稳定性分析.岩土力学,2009, 30 (11): 3476-3480
52.徐兴华,尚岳全,王迎超.基于多重属性区间数决策模型的边坡整休稳定性分析．岩石力学与工程学报,2010,29(9)：1840-1849
53.孙书伟,朱本珍,马惠民．一种基于模糊理论的区域性高边坡稳定性评价方法．铁道学报,2010,32(3)：77-83
54.杨静,陈剑平,王吉亮．均匀设计与灰色理论在边坡稳定性分析中的应用．吉林大学学报(地球科学版),2008,38(4)：654-658
55.刘思思,赵明华,杨明辉,等．基于自组织神经网络与遗传算法的边坡稳定性分析方法．湖南大学学报(自然科学版),2008, 35(12)：7-12
56.于怀昌1,2刘汉东2 余宏明,等.基于FCM算法的粗糙集理论在边坡稳定性影响因索敏感性分析中的应用.岩土力学,2008, 29 (7): 1889-1894
57.黄建文,李建林,周宜红．基于AHP的模糊评判法在边坡稳定性评价中的应用。岩石力学与工程学报,2007,26(增1)：2627-2632
58. Xie Songhua; Rao Wenbi.Analysis of RBF Neural Network in Slope Stability Estimation.Source:Journal of Wuhan University of Technology (Information & Management Engineering). v 31. n 5. p 698-700,707,Oct. 2009
59. Sengupta, A.:Upadhyay. A,Locating the critical failure surface in a slope stability analysis by genetic algorithm.Applied Soft Computing, v 9. n 1, p 387-92. Jan.2009
60. Zolfaghari, A.R.:Heath, A.C.; McCombie. P.F.Simple genetic algorithm search for critical non-circular failure surface in slope stability analysis.Computers and Geotechnics, v 32, n 3, p 139-52, April 2005
61.刘立鹏,姚磊华,陈洁,等．基于Hoek-Brown准则的岩质边坡稳定性分析,岩石力学与工程学报,2010,29(增1)：2879-2886
62.邬爱清,丁秀丽,卢波,等.DDA方法块体稳定性验证及其在岩质边坡稳定性分析中的应用．岩石力学与工程学报,2008,27(4)：664-672
63.高文学,刘宏宇L,刘洪洋．爆破开挖对路堑高边坡稳定性影响分析．岩石力学与工程学报,2010,29(增1)：2982-2987
64.沈爱超,李铀．单一地层任意滑移面的最小势能边坡稳定性分析方法．岩土力学,2009,30(8):2463-2466
65.许宝田,钱七虎,阎长虹,等..多层软弱夹层边坡岩体稳定性及加固分析．岩石力学与工程学报,2009,28(增2)：3959-3964
66.黄宜胜,李建林2,常晓林．基于抛物线型D-P准则的岩质边坡稳定性分析．岩土力学,2007, 28 (7):1448-1452
67.张永兴 一,宋西成,王桂林等．极端冰雪条件下岩石边坡倾覆稳定性分析．岩石力学与工程学报,2010,29(6)：1164-1171
68.周德培,钟卫,杨涛．基于坡体结构的岩质边坡稳定性分析．岩石力学与工程学报,2008,27(4):687-695
69.姜海西,沈明荣1,2,程石,等．水下岩质边坡稳定性的模型试验研究．岩土力学,2009,30(7):1993-1999
70.李宁,钱七虎,岩质高边坡稳定性分析与评价中的四个准则．岩石力学与工程学报,2010,29(9):1754-1759
71. Zamani, M. A more general model for the analysis of the rock slope stability.Sadhana, v 33, n 4, p 433-41. Aug.2008
72. Hadjigeorgiou, J.;Grenon. M.Rock slope stability analysis using fracture systems.lnternational Journal of Surface Mining, Reclamation and Environment, v 19, n 2. p 87-99, June 2005
73.陈昌富,秦海军．考虑强度参数时间和深度效应边坡稳定性分析．湖南大学学报(自然科学版),2009, 36(10)：1-6
74. Kyung-Seob Cha:Tae-Hoon KimEvaluation of slope stability with topography and slope stability analysis method.KSCE Journal of Civil Engineering, v 15. n 2, p 251-6, Feb.2011
75. Turer. D.:Turer, A.A simplified approach for slope stability analysis of uncontrolled waste dumps.Waste Management & Research, v 29. n 2. p 146-56. Feb.2011
76. Legorreta-Paulin, G.:Bursik. M.Logisnet:a tool for multimethod. multiple soil layers slope stability analysis.Computers & Geosciences. v 35, n 5. p 1007-16. May 2009
77. Conte. E.:Silvestri. F.;Troncone. A. Stability analysis of slopes in soils with strain-softening behaviour.Computers and Geotechnics. v 37. n 5. p 710-22. July 2010
78. Huat. B.B.K.; Ali. F.H.:Rajoo. R.S.K.Stability analysis and stability chart for unsaturated residual soil slope. American Journal of Environmental Sciences, v 2, n 4, p 154-9,2006
79. Chen, W.W.; Jung-Tz Lin; Ji-Hao Lin; Zhe-Ping Shen.Development of the vegetated slope stability analysis system.Journal of Software Engineering Studies, v 4. n 1. p 16-25, June 2009
80. Roberto. M.; Del Marco. D.; Erica. B.:Erica. Z.Dynamic slope stability analysis of mine tailing deposits:the case of Raibl Mine.AIP Conference Proceedings, v 1020, p 542-9,2008
81. Kalinin. E.V.; Panas'yan. L.L.; Timofeev. E.M.A New Approach to Analysis of Landslide Slope Stability.Moscow University Geology Bulletin. v 63. n 1. p 19-27,2008
82. Perrone. A.; Vassallo. R.; Lapenna. V.; Di Maio. C.Pore water pressures and slope stability:a joint geophysical and geotechnical analysis.Journal of Geophysics and Engineering, v 5. n 3, p 323-37. Sept.2008
83. Navarro. V.;Yustres. A.:Candel. M.:Lo'pez. J.:Castillo. E.Sensitivity analysis applied to slope stabilization at failure.Computers and Geotechnics, v 37, n 7-8, p 837-45. Nov.2010
84. Bui, H.H.;Fukagawa. R.;Sako,K.;Wells. J.C.Slope stability analysis and discontinuous slope failure simulation by elasto-plastic smoothed particle hydrodynamics (SPH).Geotechnique. v 61. n 7. p 565-74. July 2011
85.王栋,金霞．考虑强张度各向异性的边坡稳定有限元分析．岩土力学,2008, 29(3): 667-672
86.周家文,徐卫亚,邓俊哗,等．降雨入渗条件下边坡的稳定性分析．水利学报,2008,39(9)：1066-1072
87.吴长富,朱向荣,尹小涛,等．强降雨条件下土质边坡瞬态稳定性分析．岩土力学,2008,29(2)：386-391
88.廖红建,姬建,曾静．考虑饱和--非饱和渗流作用的土质边坡稳定性分析.岩土力学,2008,29(12):3229-3234
89.刘才华,陈从新．地震作用下岩质边坡块休倾倒破坏分析．岩石力学与工程学报,2010,29(增1):3193-3198
90.谭儒蛟,李明生,徐鹏逍,等．地震作用下边坡岩体动力稳定性数值模拟．岩石力学与工程学报,2009,28(增2)：3986-3992
91.张国栋,刘学,金星,等．基于有限单元法的岩土边坡动力稳定性分析及评价方法研究进展,工程力学,2008,25(增2)：44-52
92. Lo Presti, D.;Fontana. T.;Marchetti. D.Slope stability analysis in seismic areas of the northern apennines (Italy). AIP Conference Proceedings, v 1020, p 525-34.2008
93. Latha. G.M.;Garaga. A.Seismic Stability Analysis of a Himalayan Rock Slope. Rock Mechanics and Rock Engineering, v 43. n 6. p 831-43. Nov.2010
94. Chehade, F.H.:Sadek. M.:Shahrour. I.Non linear global dynamic analysis of reinforced slopes stability under seismic loading.2009 International Conference on Advances in Computational Tools for Engineering Applications (ACTEA). p 46-51.2009
95. Li. A.J.; Lyamin. A.V.:Merifield. R.S.Seismic rock slope stability charts based on limit analysis methods.Computers and Geotechnics. v 36, n 1-2. p 135-48. Jan.-March 2009
96．高荣雄,龚文惠,王元汉,等．顺层边坡稳定性及可靠度的随机有限元分析法.岩土力学,2009, 30 (4):1165-1169
97.谭晓慧．边坡稳定的非线性有限元可靠度分析方法研究．合肥工业大学博士论文,合肥,2008.
98.吴振君,王水林,汤华等.一种新的边坡稳定性因素敏感性分析方法-可靠度分析方法．岩石力学与工程学报,2010,29(10)：2050-2055
99. Abbaszadeh, M.:Shahriar. K.:Sharifzadeh. M.:Heydari, M.Uncertainty and Reliability Analysis Applied to Slope Stability: A Case Study From Sungun Copper Mine.Geotechnical and Geological Engineering, v 29, n 4. p 581-96, July 2011
100. Massih, D.Y.A.:Harb. J.Application of reliability analysis on seismic slope stability.2009 International Conference on Advances in Computational Tools for Engineering Applications (ACTEA). p 52-7.2009
101.徐卫亚,蒋中明．岩土样本力学参数的模糊统计特征研究．岩土力学,2004, 25(3)：342-346
102.徐卫亚,蒋中明,石女池．基于模糊集理论的边坡稳定性分析．岩土工程学报,2003, 25(4): 409-413
103.蒋中明,张新敏,徐卫亚.岩土边坡稳定性分析的模糊有限元方法研究．岩土工程学报,2005, 27(8):922-927．
104.蒋坤,夏才初．基于不同节理模型的岩体边坡稳定性分析．同济大学学报(自然科学版),2009, 37(11):1440-1445
105.冯树荣,赵海斌,蒋中明．节理岩体边坡稳定性分析新方法．岩土力学,2009, 30(6)：1639-1642
106.陈安敏,顾欣,顾雷雨,等．锚固边坡楔体稳定性地质力学模型试验研究．岩石力学与工程学报,2006,25(10)：2092-2101
107. YOON W S, JEONGU J, KIM J H. Kinematic analysis for sliding failure of multi—faced rock slopes[J]. Engineering Geology,2002,67(1):51-61.
108.李爱兵,周先明．露天采场三维楔形滑坡体的稳定性研究．岩石力学工程学报,2002,21(1): 52-55
109.陈祖煜,汪小刚,邢义川,等．边坡稳定分析最大原理的理论分析和试验验证．岩土工程学报,2005,27(5)：495-499
110. CHEN Z Y.A generalized solution for tetrahedral rock wedge stability analysis[J]. International Journal of Rock Mechanics and Mining Sciences,2004,41(4):613-628
111. NOURI H, FAKHER A, JONES C J F P. Development of Horizontal slice Method for seismic stability analysis of reinforced slopes and walls[J]. Geotextiles and Geomembranes.2006,24(2):175-187.
112. KUMSAR H, AYDANO, ULUSAY R. Dynamic and static stability assessment of rock slope against wedge failures. Rock Mechanics and Rock Engineering,2000,33(1):31-51
113. McCombie. P.F..Displacement based multiple wedge slope stability analysis. Computers and Geotechnics, v 36. n 1-2. p 332-41. Jan.-March 2009
114.刘志平,何秀凤,何习平,基于多变量最大Lyapunov指数高边坡稳定分区研究．岩石力学与工程学报,2008,22(增2)：3719-3724
115.黄润秋,唐世强．某倾倒边坡开挖下的变形特征及加固措施分析．水文地质工程地质,2007(6)：49-54
116.曹平,张科,汪亦显,等．复杂边坡滑动面确定的联合搜索法．辽宁工程技术大学学报,2010. 29 (4):814-821
117. Nizametdinov. F.K.;Urdubayev. R.A.;Ananin. A.I.:Ozhigina. S.B.Methodology of Valuating Deep Open Pit Slopes State and Zoning By Stability Factor. Transactions of University. Karaganda State Technical University, n 4. p 44-6,2010
118.苏健．基于ArcGIS的温州市地质灾害危险性预警系统设计与实现。长安大学。硕士学位论文
119. Gao J.Identification of topographic settings conductive to landsliding from DEM in Nelson Country,Virginia, USA。Earth Surface Processes and land arms.1993.18:579_591
120. Randall W.Jibson etc.. A method for producing digital probabilistic seismic landslide hazard maps:an example from the Los Angelesm1998
121．张永波,纪真真．京津唐地质灾害信息管理系统(GHDBS)[J]中国地质灾害与顶治学报,1997,8(2):33、69
122.何满潮,王旭春,崔政权等。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,1999,7(2)
123.郑文棠,张勇平,李明卫等．基于三维可视化模型的高边坡演化过程分析[J].河海大学学报(自然科学版),2009,37(1)：66-70
124.李邵军,冯夏庭,杨成祥．基于三维地理信息的滑坡监测及变形预测智能分析[J]．岩石力学与工程学报,2004,23(21)：3673-3678
125.肖盛燮,钟佑明,郑义．三维滑坡可视化演绎系统及破坏演变规律跟踪[J].岩石力学与工程学报,2006,25(增1)：2618-2628
126.郭希哲,黄学斌,徐开祥．三峡工程库区崩滑地质灾害防治[M]．北京：中国水利水电出版社,2007.
127.陈晓利,叶洪,程菊红．GIS技术在区域地震滑坡危险性预测中的应用龙陵地震滑坡为例[J].工程地质学报,2006,14(3)：333-338
128. Song. Kyo-Young; Oh, Hyun-Joo; Choi. Jaewon. Prediction of landslides using ASTER imagery and data mining models[J]. Advances in Space Research, (49),2012,978-993
129. Hosseyni, S.:Bromhead, E.N.;Majrouhi Sardroud. J.Real-time landslides monitoring and warning using RFTD technology for measuring ground water level[J]. WIT Transactions on the Built Environment, v 119, p 45-54.2011
130.丁瑜,王全才,石书云．基于深部监测的滑坡动态特征分析[J].工程地质学报, 2011,19(2): 284-288
131．王桂杰,谢谟文,柴小庆D—InSAR技术在库区滑坡监测上的实例分析[J].中国矿业,2011,20(3):94-101
132.白永健,郑万模,邓国仕．四川丹巴甲居滑坡动态变形过程三维系统监测及数值模拟分析[J]．岩石力学与工程学报,2011,30(5)：974-981
133. Hosseyni. S.:Bromhead, E.N.;Majrouhi Sardroud. J.Real-time landslides monitoring and warning using RFID technology for measuring ground water level[J]. WIT Transactions on the Built Environment, v 119, p 45-54.2011
134.陈梦熊,马凤山．中国地下水资源与环境[M]．北京：地震出版社,2002. 470-476
135.姚爱军,薛廷河．复杂边坡稳定性评价方法与工程实践[M]．北京：科学出版社,2008.
136.黄杏儿,马劲松,汤勤．地理信息系统概论[M].北京：高等教育出版社,2004
137. Peng ZHANG, Xuchun WANG, Zhigang TAO. Visualization damage Evaluation system research of structure in subsidence area based on GIS. CEEE 2011论文集,2011(8):7084-7087
138.张鹏,何满潮,陶志刚,等．滑坡灾害远程监控系统的改进及应用效果分析[J].岩石力学与工程学报,2011,30(10)：2026-2032
139. ZHANG Peng. TAO Zhigang. CHEN Xiaogang. Development of Landslide Information Acquisition-transmission System Based on Wireless Communication Technology. nswctc2011论文集,2011(2):781-784