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Mohammad Amin Hariri-Ardebili, Jerzy Salamon, Guido Mazza, Hasan Tosun and Bin Xu
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S.M. Seyed-Kolbadi, M.A. Hariri-Ardebili, M. Mirtaheri and F. Pourkamali-Anaraki
This work evaluates the stability of the Boostan earth dam by investigating its long-term performance and interpreting the measured data. To measure the dam response, several sensitive locations are instrumented. This process includes measuring various q...
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L. Furgani, M. A. Hariri-Ardebili, M. Meghella and S. M. Seyed-Kolbadi
The purpose of this joint contribution is to study the maximum dynamic load concrete dams can withstand. The so-called ?dynamic capacity functions? for these infrastructures seems now technically and commercially feasible thanks to the modern finite elem...
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M. A. Hariri-Ardebili, M. Heshmati, P. Boodagh and J. W. Salamon
Different numerical models have been proposed for seismic analysis of concrete dams by taking into account the nonlinear behavior of concrete and joints; interaction between the dam, foundation, and reservoir; and other seismic hazard considerations. Les...
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Mohammad Javad Moradi and Mohammad Amin Hariri-Ardebili
There is a large amount of useful information from past experimental tests, which are usually ignored in test-setup for the new ones. Variation of assumptions, materials, test procedures, and test objectives make it difficult to choose the right model fo...
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S. M. Seyed-Kolbadi, J. Sadoghi-Yazdi and M. A. Hariri-Ardebili
Slope uncertainty predominantly originates from the imperfect analysis model and the inaccuracy and imprecision of the observations. The strength reduction method (SRM) is widely used to attain the safety factor (SF) of the slopes, which is similar to in...
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