지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
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이 논문의 연구 히스토리 (4)
2006
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초록· 키워드
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In this study, the settlement data of 32 center cored rockfill dams (total 39 monitored data) were collected and analyzed to develop the method to predict the crest settlement of a CCRD after impounding by using the internal settlement data occurred during construction. An artificial neural network (ANN) modeling was used in developing the method, which was considered to be a more reliable approach since in the ANN model dam height, core width, and core type were all considered as input variables in deriving the crest settlement, whereas in conventional methods, such as Clements's method, only dam height is used as a variable. The ANN analysis results showed a good agreement with the measured data, compared to those by the conventional methods using regression analysis. In addition, a simple procedure to use the ANN model for engineers in practice was provided by proposing the equations used for given input values.
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참고문헌 (10)
참고문헌 신청
Clements, R. P. / 1984 / Post-Construction Deformation of Rockfill Dams / Journal of Geotechnical Engineering 110 (7) : 821 ~ 837
Dascal, O. / 1987 / Postconstruction Deformations of Rockfill Dams / Journal of Geotechnical Engineering 113 (1) : 46 ~ 59
Habibagahi, G. / 2002 / Post-construction Settlement of Rockfill Dams Analyzed via Adaptive Network-based Fuzzy Inference Systems / Computers and Geotechnics 29 : 211 ~ 233
Hunter, G. / 2003 / The Pre- and Post-failure Deformation Behavior of Soils Slopes / 박사 / Univ. of New South Wales
K-water / 2005 / Dam Intergration Information System. Technical report
Dascal, O. / 1987 / Postconstruction Deformations of Rockfill Dams / Journal of Geotechnical Engineering 113 (1) : 46 ~ 59
Habibagahi, G. / 2002 / Post-construction Settlement of Rockfill Dams Analyzed via Adaptive Network-based Fuzzy Inference Systems / Computers and Geotechnics 29 : 211 ~ 233
Hunter, G. / 2003 / The Pre- and Post-failure Deformation Behavior of Soils Slopes / 박사 / Univ. of New South Wales
K-water / 2005 / Dam Intergration Information System. Technical report
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