Page - 1465 - in Book of Full Papers - Symposium Hydro Engineering

be calibrated in particular by means of the deformation measurement values for the observed / measured water levels. It is also plausible that the stiffness of the masonry has a greater influence on the higher measuring points, whereas the deformation on the MP 116 is almost exclusively determined by the foundation stiffness. Fig. 5 shows the calculated and measured deformations. The black line indicates the measured values, gray lines indicate the spread of all designs and red is the best design Nr.186, which is determined by optimization and shows a very good agreement with the measured deformation values. As a result of the model calibration, a simulation model is developed which can easily and reasonably reconstruct the available measurements with regard to the deformations, temperatures and pore water pressures. Fig. 4 Results of the sensitivity analysis for measurement point B6; left: Histogram of CoP; right: Anthill-Plot of the E-modulus of the dam (MauInt_E) vs. radial displacement at measurement point B6 Fig. 5 Radial displacement of measurement point B6, Grey: Band width of all designs; Red: Best design Nr. 186; Black: Measurement Table 2 summarizes the calibrated material and joint parameters for the dam and the foundation. Zones are depicted in Fig. 2. 1465