Babu, Sivakumar GL and Srivastava, Amit (2010) Reliability Analysis of Earth Dams. In: Journal of Geotechnical and Geoenvironmental Engineering, 136 (7). pp. 995-998.
Earth.pdf - Published Version
Restricted to Registered users only
Download (69Kb) | Request a copy
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 (beta) 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 (alpha(h)), 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.
|Item Type:||Journal Article|
|Additional Information:||Copyright of this article belongs to American Society of Civil Engineers.|
|Keywords:||Reliability; Earthen dams; Seismic effects; Dam safety|
|Department/Centre:||Division of Mechanical Sciences > Civil Engineering|
|Date Deposited:||12 Jul 2010 10:47|
|Last Modified:||19 Sep 2010 06:10|
Actions (login required)