Description of failures and risks that are emerged from landslide measurement activities in infrastructure deformations
Eray Can
; Yalova University, Engineering Faculty, Department of Transportation Engineering, 77100, Yalova, Turkey
Hikmet Erbiyik
; Yalova University, Engineering Faculty, Department of Industry Engineering, 77100, Yalova, Turkey
APA 6th Edition Can, E. i Erbiyik, H. (2017). Description of failures and risks that are emerged from landslide measurement activities in infrastructure deformations. Tehnički vjesnik, 24 (3), 869-876. https://doi.org/10.17559/TV-20160927182726
MLA 8th Edition Can, Eray i Hikmet Erbiyik. "Description of failures and risks that are emerged from landslide measurement activities in infrastructure deformations." Tehnički vjesnik, vol. 24, br. 3, 2017, str. 869-876. https://doi.org/10.17559/TV-20160927182726. Citirano 24.02.2021.
Chicago 17th Edition Can, Eray i Hikmet Erbiyik. "Description of failures and risks that are emerged from landslide measurement activities in infrastructure deformations." Tehnički vjesnik 24, br. 3 (2017): 869-876. https://doi.org/10.17559/TV-20160927182726
Harvard Can, E., i Erbiyik, H. (2017). 'Description of failures and risks that are emerged from landslide measurement activities in infrastructure deformations', Tehnički vjesnik, 24(3), str. 869-876. https://doi.org/10.17559/TV-20160927182726
Vancouver Can E, Erbiyik H. Description of failures and risks that are emerged from landslide measurement activities in infrastructure deformations. Tehnički vjesnik [Internet]. 2017 [pristupljeno 24.02.2021.];24(3):869-876. https://doi.org/10.17559/TV-20160927182726
IEEE E. Can i H. Erbiyik, "Description of failures and risks that are emerged from landslide measurement activities in infrastructure deformations", Tehnički vjesnik, vol.24, br. 3, str. 869-876, 2017. [Online]. https://doi.org/10.17559/TV-20160927182726
APA 6th Edition Can, E. i Erbiyik, H. (2017). Opis promašaja i rizika nastalih zbog aktivnosti mjerenja odrona zemlje u deformacijama infrastrukture. Tehnički vjesnik, 24 (3), 869-876. https://doi.org/10.17559/TV-20160927182726
MLA 8th Edition Can, Eray i Hikmet Erbiyik. "Opis promašaja i rizika nastalih zbog aktivnosti mjerenja odrona zemlje u deformacijama infrastrukture." Tehnički vjesnik, vol. 24, br. 3, 2017, str. 869-876. https://doi.org/10.17559/TV-20160927182726. Citirano 24.02.2021.
Chicago 17th Edition Can, Eray i Hikmet Erbiyik. "Opis promašaja i rizika nastalih zbog aktivnosti mjerenja odrona zemlje u deformacijama infrastrukture." Tehnički vjesnik 24, br. 3 (2017): 869-876. https://doi.org/10.17559/TV-20160927182726
Harvard Can, E., i Erbiyik, H. (2017). 'Opis promašaja i rizika nastalih zbog aktivnosti mjerenja odrona zemlje u deformacijama infrastrukture', Tehnički vjesnik, 24(3), str. 869-876. https://doi.org/10.17559/TV-20160927182726
Vancouver Can E, Erbiyik H. Opis promašaja i rizika nastalih zbog aktivnosti mjerenja odrona zemlje u deformacijama infrastrukture. Tehnički vjesnik [Internet]. 2017 [pristupljeno 24.02.2021.];24(3):869-876. https://doi.org/10.17559/TV-20160927182726
IEEE E. Can i H. Erbiyik, "Opis promašaja i rizika nastalih zbog aktivnosti mjerenja odrona zemlje u deformacijama infrastrukture", Tehnički vjesnik, vol.24, br. 3, str. 869-876, 2017. [Online]. https://doi.org/10.17559/TV-20160927182726
Sažetak The occurrence of frequency of landslides that are considered parts of natural hazards continues to increase and their negative consequences affect human life, environment and urban infrastructures. In consideration of landslides that have remarkable destructive effects among the natural hazards, the importance of the engineering measurements and calculations in the geodetic network that is constructed in the landslide area plays an important role. A lot of factors affect the accuracy of the engineering measurements and calculations. Failure Mode Effect Analysis (FMEA) and Pareto Analysis methods are the effective tools in revealing these factors and alleviating their risks by taking relevant precautions. It may be possible to alleviate the risks to a minimum in the engineering measurements and calculations relevant to landslide parameters by these methods.We have attempted to alleviate failures and to take relevant precautions with FMEA and Pareto Analyses for the failures resulted in engineering measurements.