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- W2000732579 abstract "Based on the entropy function theory of the dissipative structure, and combined with the characteristics of the landslide disaster of soil-rock mass, the concepts of entropy of landslide、negative entropy of landslide and general entropy of landslide are put forward; the evolving mechanism and conditions of instability of the dissipative structure of landslide disaster system are analyzed, and the corresponding control measures of reducing the entropy-increase and increasing the negative entropy are brought forward; the quantitative calculation method and calculation step of general entropy of landslide system of soil-rock mass are initially discussed; in addition, by combining the engineering practical example in Xiamen of landslide disaster and its prevention and cure, the general entropy of system during and after the landslide are calculated respectively; according to the change of the general entropy of the landslide soil-rock mass system, the feasibility and rationality of the governance measures of landslide are verified." @default.
- W2000732579 created "2016-06-24" @default.
- W2000732579 creator A5035350397 @default.
- W2000732579 creator A5039776068 @default.
- W2000732579 date "2010-11-01" @default.
- W2000732579 modified "2023-09-26" @default.
- W2000732579 title "Case Study of the Landslide Disaster Based on the Entropy Function Theory of the Dissipative Structure" @default.
- W2000732579 doi "https://doi.org/10.1109/iceee.2010.5660451" @default.
- W2000732579 hasPublicationYear "2010" @default.
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