Significance of Construction Stage Analysis on the Initial Configuration of Concrete Faced Rockfill Dams
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-2886-4_12
Reference6 articles.
1. Seiphoori A, Haeri SM, Karimi M (2011) Three-dimensional nonlinear seismic analysis of concrete faced rockfill dams subjected to scattered P, SV, and SH waves considering the dam–foundation interaction effects. Soil Dyn Earthquake Eng 31:792–804
2. Xu B, Zou D, Liu H (2012) Three-dimensional simulation of the construction process of the Zipingpu concrete face rockfill dam based on a generalized plasticity model. Comput Geotech 43:143–154
3. Yu Y, Zhang B, Yuan H (2007) An intelligent displacement back-analysis method for earth-rockfill dams. Comput Geotech 34:423–434
4. Zhang B, Wang JG, Shi R (2004) Time-dependent deformation in high concrete-faced rockfill dam and separation between concrete face slab and cushion layer. Comput Geotech 31:559–573
5. Zhou W, Hua J, Chang X, Zhou C (2011) Settlement analysis of the Shuibuya concrete-face rockfill dam. Comput Geotech 38:269–280
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