caa a22 4500 467930562 CHVBK 20180406152942.0 cr unu---uuuuu 170328e20061201xx s 000 0 eng 10.1007/s10706-005-5180-1 doi (NATIONALLICENCE)springer-10.1007/s10706-005-5180-1 Settlement behaviour of a concrete faced rock-fill dam [Elektronische Daten] [S. Özkuzukiran, M. Özkan, M. Özyazicioğlu, G. Yildiz] Settlement behaviour of a concrete faced rock-fill dam (CFRD), Kurtun dam, located in the East Black Sea Region, Turkey, is investigated. This is the first instrumented CRDF in the Country. Two dimensional plane strain finite element analyses were carried out to assess the total stresses and displacements in the dam both for construction and reservoir filling stages by using computer program PLAXIS. Predicted stresses and settlements are compared with those observed and overall the results are found to be in good agreement for the construction stage. Due to the relatively steep abutment slopes, cross-valley arching has a significant effect on stresses and displacements in the dam body. For the reservoir filling condition, it is seen that, predicted settlements are larger than the observed values, which indicates that during reservoir filling the rock-fill embankment responds more stiffly than it does during the construction stage. The hardening soil model is used to represent the non-linear, inelastic and stress dependent behaviour of rock-fill material. The model parameters are selected from the appropriate values in the literature investigating comparable cases. Springer, 2006 concrete faced rock-fill dams nationallicence displacement nationallicence finite element analysis nationallicence hardening model nationallicence stress nationallicence Özkuzukiran S. Limit Soils Investigation Co., Ankara, Turkey aut Özkan M. Middle East Technical University, 06531, Ankara, Turkey aut Özyazicioğlu M. Middle East Technical University, 06531, Ankara, Turkey aut Yildiz G. State Hydraulic Works, Dams and HEPP Department, Ankara, Turkey aut Geotechnical & Geological Engineering Kluwer Academic Publishers 24/6(2006-12-01), 1665-1678 0960-3182 24:6<1665 2006 24 10706 https://doi.org/10.1007/s10706-005-5180-1 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/s10706-005-5180-1 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Özkuzukiran S. Limit Soils Investigation Co., Ankara, Turkey aut NATIONALLICENCE 700 1- Özkan M. Middle East Technical University, 06531, Ankara, Turkey aut NATIONALLICENCE 700 1- Özyazicioğlu M. Middle East Technical University, 06531, Ankara, Turkey aut NATIONALLICENCE 700 1- Yildiz G. State Hydraulic Works, Dams and HEPP Department, Ankara, Turkey aut NATIONALLICENCE 773 0- Geotechnical & Geological Engineering Kluwer Academic Publishers 24/6(2006-12-01), 1665-1678 0960-3182 24:6<1665 2006 24 10706 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer