[article] inJournal of geotechnical and geoenvironmental engineering > Vol. 136 N° 7 (Juillet 2010) . - pp. 995-1009
| Titre : |
Reliability analysis of earth dams |
| Type de document : |
texte imprimé |
| Auteurs : |
G. L. Sivakumar Babu, Auteur ; Amit Srivastava, Auteur |
| Année de publication : |
2010 |
| Article en page(s) : |
pp. 995-1009 |
| Note générale : |
Géotechnique |
| Langues : |
Anglais (eng) |
| Mots-clés : |
Reliability Earthen dams Seismic effects Dam safety |
| Index. décimale : |
624.1 Infrastructures.Ouvrages en terre. Fondations. Tunnels |
| Résumé : |
In the present study, results of reliability analyses of four selected rehabilitated earth dam sections, i.e., Chang, Tapar, Rudramata, and Kaswati, under pseudostatic loading conditions, are presented. Using the response surface methodology, in combination with first order reliability method and numerical analysis, the reliability index (β) values are obtained and results are interpreted in conjunction with conventional factor of safety values. The influence of considering variability in the input soil shear strength parameters, horizontal seismic coefficient (αh), and location of reservoir full level on the stability assessment of the earth dam sections is discussed in the probabilistic framework. A comparison of results with those obtained from other method of reliability analysis, viz., Monte Carlo simulations combined with limit equilibrium approach, provided a basis for discussing the stability of earth dams in probabilistic terms, and the results of the analysis suggest that the considered earth dam sections are reliable and are expected to perform satisfactorily.
|
| DEWEY : |
624.1 |
| ISSN : |
1090-0241 |
| En ligne : |
http://ascelibrary.org/gto/resource/1/jggefk/v136/i7/p995_s1?isAuthorized=no |
[article] Reliability analysis of earth dams [texte imprimé] / G. L. Sivakumar Babu, Auteur ; Amit Srivastava, Auteur . - 2010 . - pp. 995-1009. Géotechnique Langues : Anglais ( eng) in Journal of geotechnical and geoenvironmental engineering > Vol. 136 N° 7 (Juillet 2010) . - pp. 995-1009
| Mots-clés : |
Reliability Earthen dams Seismic effects Dam safety |
| Index. décimale : |
624.1 Infrastructures.Ouvrages en terre. Fondations. Tunnels |
| Résumé : |
In the present study, results of reliability analyses of four selected rehabilitated earth dam sections, i.e., Chang, Tapar, Rudramata, and Kaswati, under pseudostatic loading conditions, are presented. Using the response surface methodology, in combination with first order reliability method and numerical analysis, the reliability index (β) values are obtained and results are interpreted in conjunction with conventional factor of safety values. The influence of considering variability in the input soil shear strength parameters, horizontal seismic coefficient (αh), and location of reservoir full level on the stability assessment of the earth dam sections is discussed in the probabilistic framework. A comparison of results with those obtained from other method of reliability analysis, viz., Monte Carlo simulations combined with limit equilibrium approach, provided a basis for discussing the stability of earth dams in probabilistic terms, and the results of the analysis suggest that the considered earth dam sections are reliable and are expected to perform satisfactorily.
|
| DEWEY : |
624.1 |
| ISSN : |
1090-0241 |
| En ligne : |
http://ascelibrary.org/gto/resource/1/jggefk/v136/i7/p995_s1?isAuthorized=no |
|
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