Initial Hypotheses for Modeling and Numerical Analysis of Rockfill and Earth Dams and Their Effects on the Results of the Analysis

<div>Pore water pressure ratio of the first and the second sample. (a) Coarse mesh size. (b) Fine mesh size.</div>

Advances in Civil Engineering

Figure 6: Initial Hypotheses for Modeling and Numerical Analysis of Rockfill and Earth Dams and Their Effects on the Results of the Analysis 