Conducting experiment on embankment model by shaking table could be an accurate method to evaluate the behavior of embankment or any structures under seismic loading. In this research work, in order to assess the function of seismic force and accurate placement of dense zone in the embankment model, the results of three experiments have been considered. To evaluate the reaction of the embankment model, it was measured the stress in the system and photographs were taken. The results of three experiments indicated that suitable arrangement of dense zone is the main factor at the play in embankment stability, and in predicting the possibility of embankment behavior.
Article history
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How to cite
APA
Namdar, A. (2009). Evaluation of seismic mitigation of embankment mode. Fracture and Structural Integrity, 3(8), pages 21–29. https://doi.org/10.3221/IGF-ESIS.08.02
IEEE
A. Namdar, “Evaluation of seismic mitigation of embankment mode,” Fracture and Structural Integrity, vol. 3, no. 8, pp. pages 21–29, 2009, doi: 10.3221/IGF-ESIS.08.02.
MLA
Namdar, Abdollah. “Evaluation of seismic mitigation of embankment mode.” Fracture and Structural Integrity, vol. 3, no. 8, 2009, pp. pages 21–29. https://doi.org/10.3221/IGF-ESIS.08.02.
Chicago
Namdar, Abdollah. 2009. “Evaluation of seismic mitigation of embankment mode.” Fracture and Structural Integrity 3 (8): pages 21–29. https://doi.org/10.3221/IGF-ESIS.08.02.
Harvard
Namdar, A. (2009) ‘Evaluation of seismic mitigation of embankment mode’, Fracture and Structural Integrity, 3(8), pp. pages 21–29. doi: 10.3221/IGF-ESIS.08.02.
Vancouver
Namdar A. Evaluation of seismic mitigation of embankment mode. Fracture and Structural Integrity. 2009;3(8):pages 21-29. doi:10.3221/IGF-ESIS.08.02
BibTeX
@article{namdar2009,
author = {Namdar, Abdollah},
title = {Evaluation of seismic mitigation of embankment mode},
journal = {Fracture and Structural Integrity},
year = {2009},
volume = {3},
number = {8},
pages = {pages 21--29},
doi = {10.3221/IGF-ESIS.08.02},
url = {https://doi.org/10.3221/IGF-ESIS.08.02},
issn = {1971-8993}
}
RIS
TY - JOUR
AU - Namdar, Abdollah
TI - Evaluation of seismic mitigation of embankment mode
JO - Fracture and Structural Integrity
T2 - Fracture and Structural Integrity
PY - 2009
VL - 3
IS - 8
SP - pages 21
EP - 29
DO - 10.3221/IGF-ESIS.08.02
UR - https://doi.org/10.3221/IGF-ESIS.08.02
SN - 1971-8993
ER -
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