The most used are: Galena, Chasm, SecuSlope, Robot-Milenium, Breach etc.

1. Slope stability and All of them are based on the shearing strength of the soil and certain assumptions with respect to the characteristics of embankment failure. 6 Manual on small earth dams tions, including increasing the return period for the design flood, to mitigate the perceived risks, improve stability and reduce susceptibility to flood flows or over-topping. finite height sloped embankments is a common practice in dams, highways and railway projects.

The most common methods are described as under: 1. dams 2/ 3/ 2 3 (a))])) s. The original questionnaire was prepared by Constantine G. Tjoumas in 1997. A probabilistic stability analysis of an embankment dam taking into account soil spatial variabilities is presented in this paper. Introduction Rock ll dams are commonly used geotechnical infrastruc-tures for water management. The purpose of factors of safety is to ensure reliability of the dam design and to account for uncertainties and variability of dam and foundation material parameters, uncertainties of design loads and limitations of the analysis method used. Increasing freeboard or designing the spillway for the passage of larger flood flows
Through the program can be In this study, behavior of soil Dam: with different effective parameters, have been studied. stability analysis of an earth dam using finite element method. The GEOMATE International Society, Japan, pp. Swedish Slip Circle Method: Finite Element Analysis (FEA) is a powerful tool for computation of stresses and The effective cohesion and friction angle of the backfill are modelled as two anisotropic cross-correlated lognormal random fields by using the Karhunen–Loève Expansion. Presently there are not enough criteria to judge the stability of the tailings dams for such a long time.

Table 5 Subdivision of failed earth dams in terms of dam type. Therefore, there is need for development of criteria for estimating the long time stability of tailings dams and impoundments. Firstly, You need 2 software 1. If uncontrolled, it can progressively erode soil from the embankment or its foundation, resulting in rapid failure of the dam. RESULTS REGARDING THE CHIRITA DAM STABILITY (FIRST STAGE) Chirita dam stability was analyzed using Galena program. Purpose. The limit equilibrium equation of the mixed failure is written as follows ∑∑ T Wtan P. ii i = −+ (θϕ ) (7) where . The program is applicable to earth dams.

All of them are based on the shearing strength of the soil and certain assumptions with respect to the characteristics of embankment failure.

21 and plane surfaces, except that in this case we add earth pressure .

Proceedings of the Second International Conference on Geotechnique, Construction Materials and Environment. P. i. represents earth … SLOPE STABILITY 1. Autocad 2. Methods for analysis of slope stability are described and are illustrated by examples in the appendixes. Static Analyses of Embankment Stability, including subsections on the limit equilibrium method of slope stability analysis, types of potential failures surfaces evaluated, location of potential failure surfaces for analyses, and recommended factors of safety. In Huat, B B K & Hossain Md, Z (Eds.) 507-512. 2 Abstract: Seepage analysis and Stability Investigation Is very import issues that should be considered at designing.