A Method of Slope Stability Evaluation Using Grey-relational Theory

Li Mei; Xia Yuanyou

Jul. 2021

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Li Mei, Xia Yuanyou. A Method of Slope Stability Evaluation Using Grey-relational Theory[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(3): 109-112,125.

Citation:

Li Mei, Xia Yuanyou. A Method of Slope Stability Evaluation Using Grey-relational Theory[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(3): 109-112,125.

Li Mei, Xia Yuanyou. A Method of Slope Stability Evaluation Using Grey-relational Theory[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(3): 109-112,125.

Citation:

Li Mei, Xia Yuanyou. A Method of Slope Stability Evaluation Using Grey-relational Theory[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(3): 109-112,125.

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A Method of Slope Stability Evaluation Using Grey-relational Theory

Li Mei,
Xia Yuanyou

College of Civil Engineering and Architecture, Wuhan University of Technology, Hubei Wuhan 430070 China

Received Date: 2004-03-31
Available Online: 2021-07-08

Abstract

Abstract

Introducing a method of slope stability evaluation based on case-based reasoning, and a case retrieving method using grey-relational theory. Through appling this case retrieving method into practical slope engineering cases, the results show that the method is simple and practical. By comparison with retrieving results of Euclidean distance in the same condition, it proves that this method has obvious advantage.
- case retrieving,
- grey-relational theory,
- case-based reasoning,
- slope,
- stability evaluation