Summary and Application of Slope Stability Analysis Based on GIS

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Abstract:

Slope stability analysis is of great significance in geotechnical engineering, for which there are various research approaches as limit equilibrium analysis, numerical analysis, neural network based analysis, etc. Being one of the modern approaches, slope stability analysis based on GIS rises and develops swiftly. Authors give a brief introduction of the theory, research procedures, new developments and try to make it clear the new trend in slope stability analysis. Finally, the slope stability system which was developed based on GIS is introduced. The system which can analyze slope stability based on data mining including fuzzy clustering analysis, regression analysis, extension evaluation etc has provided with more powerful slope stability functions and is easy to be integrated

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590-593

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October 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Xie Mowen, Esaki Tetsuro, Zhou Guoyun, Mitani Yasuhiro, 3D slope stability analysis based on GIS spatial database[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(10): 1494-1499.

DOI: 10.1201/9781003077510-3

Google Scholar

[2] Xiang Qiongxi, Lu Haigui, Li Liang, The calculation of the slope stbility[J]. Academic collected papers of Guizhou(China) Rock Mechanics and Engineering Institute, (2010).

Google Scholar

[3] Wang Xiaoming, Wang Baojun, Shi Bin, Research on the visualization of the soil slope stability analysis system based on GIS[J]. Journal of Disaster Prevention and Mitigation Engineering, 2007, 27(3): 363-367.

Google Scholar

[4] Chen Jianping, A summary of the methods of the slope stability analysis[J]. Architecture of Zhejiang, 2010, 27.

Google Scholar

[5] Li Gang, A brief introduction and new developments of the slope stability analysis methods[J]. Technology Wind, 2010, 5: 126-126.

Google Scholar

[6] Zhen Wentang, Zhang Yongping, Li Mingwei, Ma Zhiqiang, Evolution process of high slopes based on 3D visualization model[J]. Journal of Hohai University, 2009, 37(1): 66-70.

Google Scholar

[7] Wang Tao, Cai Xiaobin, Chen Xiaoling, Wu Wei. Stability of resevoir slope based on RS/GIS and numerical simulation[J]. Geomatics and Information Science of Wuhan University, 2005, 30(10): 917-920.

Google Scholar

[8] Xia Yuanyou, Zhu Yong, Zhou Qiangxin. The visualization technique slope stability operation[J]. Jurnal of Wuhan University of Technology, 2006, 4: 83-86.

Google Scholar

[9] Shan Xinjian, Ye Hong, Li Zhuofen. The danger prediction method and its primitive application in regional sliding slopes based on GIS[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 10: 1507-1514.

Google Scholar

[10] Liang Guilan, Xu Weiya, He Yuzhi. Application of catastrophe progression method to comprehensive evaluation of slope stability [J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 29(7): 1895-1899.

Google Scholar