Displacement response of a concrete arch dam to seasonal temperature fluctuations and reservoir level rise during the first filling period: evidence from geodetic data

References

• Aguilera DG, Lahoz JG, Sanchez J. 2008. A new approach for structural monitoring of large dams with a three-dimensional laser scanner. Sensors. 8:5866–5883.
   Web of Science ®Google Scholar
• Baarda W. 1973. S-transformation and criterion matrices. Taylor & Francis.>Delft: Publications on Geodesy, New Series 5(1).
   Google Scholar
• Bayrak T. 2008. Verifying pressure of water on dams, a case study. Sensors. 8:5376–5385.
   PubMed Web of Science ®Google Scholar
• Caspary WF. 1988. Concepts of network and deformation analysis. Monograph 11, 2nd corrected impression. Kensington: Taylor & Francis; p. 183.
   Google Scholar
• Ehiorobo J, Ehigiator RI. 2011. Monitoring for horizontal movement in an earth dam using differential GPS. J Emerg Trends Eng Appl Sci. 2:908–913.
   Google Scholar
• Gikas V, Sakellariou M. 2008a. Settlement analysis of the Mornos earth dam (Greece): evidence from numerical modeling and geodetic monitoring. Eng Struct. 30:3074–3081.
   Web of Science ®Google Scholar
• Gikas V, Sakellariou M. 2008b. Horizontal deflection analysis of a large earthen dam by means of geodetic and geotechnical methods. In: 13th FIG sysmposium on deformation measurement and analysis. Lisbon (Portugal): Taylor & Francis.
   Google Scholar
• Guler G, Kilic H, Hosbas G, Ozaydın K. 2006. Evaluation of the movements of the dam embankments by means of geodetic and geotechnical methods. J Surv Eng. 132:31–39.
   Web of Science ®Google Scholar
• Heck B, Kuntz E, Meier-Hirmer B. 1977. Deformationsanalyse mittels relativer Fehlerellipsen. Allg Vermessungs Nachr. 84:78–87.
   Google Scholar
• Hekimoglu S, Erenoglu RC. 2009. New method for outlier diagnostics in linear regression. J Surv Eng. 135:85–89.
   Web of Science ®Google Scholar
• Hekimoglu S, Erdogan B, Butterworth S. 2010. Increasing the efficacy of the conventional deformation analysis methods: alternative strategy. J Surv Eng. 136:53–62.
   Web of Science ®Google Scholar
• Hekimoglu S, Erdogan B, Soycan M, Durdag UM. 2014. Univariate approach for detecting outliers in geodetic networks. J Surv Eng. 140:04014006(1–8).
   Web of Science ®Google Scholar
• Hibbitt D, Karlsson B, Sorensen P. 2008. ABAQUS. Version 6.8. RI: Taylor & Francis.
   Google Scholar
• Kalkan Y. 2014. Geodetic deformation monitoring of Ataturk dam in Turkey. Arab J Geosci. 7:397–405.
   Web of Science ®Google Scholar
• Kuang S. 1996. Geodetic network analysis and optimal design: concepts and applications. Chelsea (MI) Taylor & Francis.
   Google Scholar
• Mayer B, Güven S, Linortner J, Kronberger O. 2012. Dam monitoring during impounding. Taylor & Francis. (Evaluation report no:10 (unpublished report)).
   Google Scholar
• Niemeier W.1985. Deformations analyse. In: H. Pelzer, editor. Geodaetische netze in landes und ingenieurvermessung II. Stuttgart: Taylor & Francis; p. 559–623.
   Google Scholar
• Ogaja C. 2002. A framework in support of structural monitoring by real time kinematic GPS and multi-sensor data [dissertation]. Taylor & Francis; p. 192.
   Google Scholar
• Parkinson BW, Spilker Jr. 1996. Global positioning system: theory and applications (Vol. 1). Washington (DC): Taylor & Francis; p. 793.
   Google Scholar
• Pelzer H. 1985. Geodatische netze in lands und ingenieurvermessung II. Stuttgart: Taylor & Francis.
   Google Scholar
• Pope A. 1976. The statistics of residuals and the detection of outliers. Rockville (MD): Taylor & Francis. (Technical Rep. No. NOS 65 NGS 1).
   Google Scholar
• Pytharouli SI, Stiros SC. 2005. Ladon dam (Greece) deformation and reservoir level fluctuations: evidence for a causative relationship from the spectral analysis of a geodetic monitoring record. 27:361–370.
   Google Scholar
• QingWen R, Qiang L, Shuang L. 2012. Research advance in failure risk and local strength failure for high arch dams. Chin Sci Bull. 57:4672–4682.
   Web of Science ®Google Scholar
• De Sortis A, Paoliani P. 2007. Statistical analysis and structural identification in concrete dam monitoring. Eng Struct. 29:110–120.
   Web of Science ®Google Scholar