Abstract
The cut-off wall of Xiabandi project commenced in April 2006, cutoff wall and curtain grouting project were completed in November 2009, monitoring equipments for dam foundation seepage and cutoff wall were installed in June 2009. Through the analyzing of the observational data from 2006 to 2010 and the statistical date of cut-off wall section deflection, the stress and strain values and water level changes during water storage, the characteristics of cut-off wall deformation under construction and in the storage are fully and accurately reflected, while the feedback to guide the construction with the monitoring information has also played an active role.
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