Location
Arlington, Virginia
Date
14 Aug 2008, 4:30pm - 6:00pm
Abstract
The study presents the results of case histories on failure of embankments in Bangladesh based on the field visits to the embankments sites, collected data and information on failure of embankments necessary data related to embankments construction practice obtained from available publications and soil conditions of the breached embankments in Bangladesh. Efforts have been made to discuss briefly the causes of embankment failure and its possible remedial measures. Two recent failures of embankments that occurred in the year 2007 are taken into consideration for a detailed study. For each case, embankment failure mechanism, construction method used for the embankments, soil conditions, embankment geometry and water levels are collected and analyses are made for slope stability with and without water storage conditions. Soil samples collected during field visits are analyzed. On the basis of the results of analyses and discussions, it is concluded that the major causes of failure of earlier embankments are identified as breach of the embankment, cutting by public, overflow, erosion, seepage and sliding. Other causes were poor planning, design and faulty construction. The cause of failure of all the flood control embankments in the year 2007 could be attributed to erosion and sliding of embankment materials due to river encroachment and mitigation. Slope stability analyses of the Padma and Jamuna flood control embankments revealed that the country side slopes of both the embankments are not at all stable during the monsoon when the water level is high. The Jamuna flood control embankment is not stable even before and after the monsoon period because the factor of safety calculated for the country side slopes are less than that of the recommended one. Of the two cases studied detailed in this research articles, it is observed that there are substantial differences between the cross sections shown in the actual designs that existed near to the failure locations. A close investigation of the above two cases indicates that no protective measures such as mattressing, stone pitching, concrete layers, artificial or natural reinforcement like grassing, soil-cement layer are made to prevent the embankments from rain splash, water current, waves, storm surges, and other natural calamities and destructive forces. It is recommended that the embankments should be constructed by following the proper design and construction procedure, and be protected by using some forms of reinforcements or surface covering/treatment.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
6th Conference of the International Conference on Case Histories in Geotechnical Engineering
Publisher
Missouri University of Science and Technology
Document Version
Final Version
Rights
© 2008 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
Hossain, Zakaria; Islam, Zahurul; and Sakai, Toshinori, "An Investigation on Failure of Embankments in Bangladesh" (2008). International Conference on Case Histories in Geotechnical Engineering. 4.
https://scholarsmine.mst.edu/icchge/6icchge/session02/4
An Investigation on Failure of Embankments in Bangladesh
Arlington, Virginia
The study presents the results of case histories on failure of embankments in Bangladesh based on the field visits to the embankments sites, collected data and information on failure of embankments necessary data related to embankments construction practice obtained from available publications and soil conditions of the breached embankments in Bangladesh. Efforts have been made to discuss briefly the causes of embankment failure and its possible remedial measures. Two recent failures of embankments that occurred in the year 2007 are taken into consideration for a detailed study. For each case, embankment failure mechanism, construction method used for the embankments, soil conditions, embankment geometry and water levels are collected and analyses are made for slope stability with and without water storage conditions. Soil samples collected during field visits are analyzed. On the basis of the results of analyses and discussions, it is concluded that the major causes of failure of earlier embankments are identified as breach of the embankment, cutting by public, overflow, erosion, seepage and sliding. Other causes were poor planning, design and faulty construction. The cause of failure of all the flood control embankments in the year 2007 could be attributed to erosion and sliding of embankment materials due to river encroachment and mitigation. Slope stability analyses of the Padma and Jamuna flood control embankments revealed that the country side slopes of both the embankments are not at all stable during the monsoon when the water level is high. The Jamuna flood control embankment is not stable even before and after the monsoon period because the factor of safety calculated for the country side slopes are less than that of the recommended one. Of the two cases studied detailed in this research articles, it is observed that there are substantial differences between the cross sections shown in the actual designs that existed near to the failure locations. A close investigation of the above two cases indicates that no protective measures such as mattressing, stone pitching, concrete layers, artificial or natural reinforcement like grassing, soil-cement layer are made to prevent the embankments from rain splash, water current, waves, storm surges, and other natural calamities and destructive forces. It is recommended that the embankments should be constructed by following the proper design and construction procedure, and be protected by using some forms of reinforcements or surface covering/treatment.
