Location
Chicago, Illinois
Date
02 May 2013, 4:00 pm - 6:00 pm
Abstract
The red mud reservoir failure in Ajka, Hungary has claimed 10 lives and cost millions of dollars in damages. Immediately after emergency measures investigations started to shed light on causes and circumstances. The authors performed an extensive desktop study of about 20 thousand pages reaching back to the 1970s, when the facility has been designed. Beside this study the dam and its area have gone through series of site investigations, from drilling to CPTu testing and laboratory testing. The information so collected resulted in the following conclusion. Contributing factors to this substantial dam failure included poor siting of the facility, partly on top of a diverted creek bed and marshy area; design faults when calculating safety reserves, as well as basic stability at designed maximum reservoir load. Construction technology has not been controlled; its foundation was built unprofessionally. The negligence of regulators at licensing, at commissioning, as well as at the periodic safety reviews. There was no geotechnical monitoring plan, it was considered to be unnecessary. External negative factors further converged with these deficiencies. The frequency of smaller earthquakes was significantly higher in the accident-preceding year than during the previous ten years. Precipitation was unusual, its level during the accident-preceding half year reached an incidence frequency of 3000 years! Heightened groundwater level saturated the clay base surface of the reservoir already weakened by cat-ion exchanges due to high alkalinity of red mud – on sloping surface. The slurry walls built around the reservoir, from environmental protection purpose, have intensified this process. Strong wind gusts shifting direction pressured the dam walls during the day of accident.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
7th Conference of the International Conference on Case Histories in Geotechnical Engineering
Publisher
Missouri University of Science and Technology
Document Version
Final Version
Rights
© 2013 Missouri University of Science and Technology, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Turi, David; Pusztai, Jozsef; and Nyari, Istvan, "Causes and Circumstances of Red Mud Reservoir Dam Failure In 2010 at MAL Zrt Factory Site in Ajka, Hungary" (2013). International Conference on Case Histories in Geotechnical Engineering. 10.
https://scholarsmine.mst.edu/icchge/7icchge/session03/10
Causes and Circumstances of Red Mud Reservoir Dam Failure In 2010 at MAL Zrt Factory Site in Ajka, Hungary
Chicago, Illinois
The red mud reservoir failure in Ajka, Hungary has claimed 10 lives and cost millions of dollars in damages. Immediately after emergency measures investigations started to shed light on causes and circumstances. The authors performed an extensive desktop study of about 20 thousand pages reaching back to the 1970s, when the facility has been designed. Beside this study the dam and its area have gone through series of site investigations, from drilling to CPTu testing and laboratory testing. The information so collected resulted in the following conclusion. Contributing factors to this substantial dam failure included poor siting of the facility, partly on top of a diverted creek bed and marshy area; design faults when calculating safety reserves, as well as basic stability at designed maximum reservoir load. Construction technology has not been controlled; its foundation was built unprofessionally. The negligence of regulators at licensing, at commissioning, as well as at the periodic safety reviews. There was no geotechnical monitoring plan, it was considered to be unnecessary. External negative factors further converged with these deficiencies. The frequency of smaller earthquakes was significantly higher in the accident-preceding year than during the previous ten years. Precipitation was unusual, its level during the accident-preceding half year reached an incidence frequency of 3000 years! Heightened groundwater level saturated the clay base surface of the reservoir already weakened by cat-ion exchanges due to high alkalinity of red mud – on sloping surface. The slurry walls built around the reservoir, from environmental protection purpose, have intensified this process. Strong wind gusts shifting direction pressured the dam walls during the day of accident.
