Geotechnical parameter identification of no-tension elastic–plastic model using extended Kalman filter

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Geotechnical parameter identification of no-tension elastic–plastic model using extended Kalman filter

In this study, a probabilistic procedure is presented for determination of the mechanical parameters of rock mass around a tunnel accounting for measurement uncertainties. The formulation of the inverse problem allows the incorporation of both the field measurements and prior information. In the met...

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Bibliographic Details
Main Authors:	Yang, C., Wu, Yong Hong, Feng, X.
Format:	Journal Article
Published:	Maney Publishing 2011
Subjects:	Uncertainty Tunnelling Extended Kalman filter Back analysis Geotechnical parameter identification
Online Access:	http://hdl.handle.net/20.500.11937/42212

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