A platform for research: civil engineering, architecture and urbanism
Analysis of stability of earthen dams in kachchh region, Gujarat, India
AbstractThe Kachchh region of Gujarat, India bore the brunt of a disastrous earthquake of magnitude Mw=7.6 that occurred on January 26, 2001. The major cause of failure of various structures including earthen dams was noted to be the presence of liquefiable alluvium in the foundation soil. Results of back-analysis of failures of Chang, Tappar, Kaswati and Rudramata earth dams using pseudo-static limit equilibrium approach presented in this paper confirm that the presence of liquefiable layer contributed to lesser factors of safety leading to a base type of failure that was also observed in the field. Following the earthquake, earth dams have been rehabilitated by the concerned authority and it is imperative that the reconstructed sections of earth dams be reanalyzed. It is also increasingly realized that risk assessment of dams in view of the large-scale investment made and probabilistic analysis is necessary. In this study, it is demonstrated that the probabilistic approach when used in conjunction with deterministic approach helps in providing a rational solution for quantification of safety of the dam and in the estimation of risk associated with the dam construction.
Analysis of stability of earthen dams in kachchh region, Gujarat, India
AbstractThe Kachchh region of Gujarat, India bore the brunt of a disastrous earthquake of magnitude Mw=7.6 that occurred on January 26, 2001. The major cause of failure of various structures including earthen dams was noted to be the presence of liquefiable alluvium in the foundation soil. Results of back-analysis of failures of Chang, Tappar, Kaswati and Rudramata earth dams using pseudo-static limit equilibrium approach presented in this paper confirm that the presence of liquefiable layer contributed to lesser factors of safety leading to a base type of failure that was also observed in the field. Following the earthquake, earth dams have been rehabilitated by the concerned authority and it is imperative that the reconstructed sections of earth dams be reanalyzed. It is also increasingly realized that risk assessment of dams in view of the large-scale investment made and probabilistic analysis is necessary. In this study, it is demonstrated that the probabilistic approach when used in conjunction with deterministic approach helps in providing a rational solution for quantification of safety of the dam and in the estimation of risk associated with the dam construction.
Analysis of stability of earthen dams in kachchh region, Gujarat, India
Sivakumar Babu, G.L. (author) / Srivastava, Amit (author) / Sahana, V. (author)
Engineering Geology ; 94 ; 123-136
2007-05-02
14 pages
Article (Journal)
Electronic Resource
English
Analysis of stability of earthen dams in kachchh region, Gujarat, India
Online Contents | 2007
|Analysis of stability of earthen dams in kachchh region, Gujarat, India
British Library Online Contents | 2007
|British Library Conference Proceedings | 2004
|Total risk rating and stability analysis of embankment dams in the Kachchh Region, Gujarat, India
British Library Online Contents | 2010
|