| Fuzzy Probabilistic Analysis of Seismic Stability of Coastal Embankment |
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| 作者单位： | He Guangne Yang Bin Wen Nai Professor，Dalian University of Technology，Dalian 116023 Engineer，Design and Research Institute of Shanghai Harbour Engineering，Shanghai 200032 . Lecturer，Dalian Fisheries College，Dalian 116023 |
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| 摘 要： | The stability of slope is affected by a number of factors, some of which have not only random property but also fuzzy characteristic. Therefore, the analysis of slope stability is really an uncertain problem. The customary safety factor does not in reality reflect stability scientifically, quantitatively and practically. In order to obtain more practical results, the slope stability is treated as a fuzzy random event for the evaluation of its fuzzy probability. Finally, the seismic stability of an existing coastal embankment is analyzed by means of the suggested fuzzy probabilistic method. It may be seen that the results of analysis can more fully represent the numerical assessment of the degree of slope seismic stability.
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Fuzzy Probabilistic Analysis of Seismic Stability of Coastal Embankment |
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| He Guangne Yang Bin Wen Nai Professor,Dalian University of Technology,Dalian Engineer,Design and Research Institute of Shanghai Harbour Engineering,Shanghai . Lecturer,Dalian Fisheries College,Dalian. Fuzzy Probabilistic Analysis of Seismic Stability of Coastal Embankment[J]. China Ocean Engineering, 1996, 0(1) |
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| Authors: | He Guangne Yang Bin Wen Nai Professor Dalian University of Technology Dalian Engineer Design Research Institute of Shanghai Harbour Engineering Shanghai . Lecturer Dalian Fisheries College Dalian |
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| Affiliation: | He Guangne Yang Bin Wen Nai Professor,Dalian University of Technology,Dalian 116023 Engineer,Design and Research Institute of Shanghai Harbour Engineering,Shanghai 200032 . Lecturer,Dalian Fisheries College,Dalian 116023 |
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| Abstract: | The stability of slope is affected by a number of factors, some of which have not only random property but also fuzzy characteristic. Therefore, the analysis of slope stability is really an uncertain problem. The customary safety factor does not in reality reflect stability scientifically, quantitatively and practically. In order to obtain more practical results, the slope stability is treated as a fuzzy random event for the evaluation of its fuzzy probability. Finally, the seismic stability of an existing coastal embankment is analyzed by means of the suggested fuzzy probabilistic method. It may be seen that the results of analysis can more fully represent the numerical assessment of the degree of slope seismic stability. |
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| Keywords: | coastal embankment seismic stability fuzzy probabilistic analysis |
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