Comparison Analysis among Different Calculation Methods for the Static Stability Evaluation of Tailing Dam

نویسندگان

  • M. Li
  • L. Liang
  • X. Li
چکیده

The static stability evaluation of tailing dam is one of the most important tasks in the mine environmental protection project. The methods for the static stability calculation were discussed in this paper, which were Swedish Circle Method, Janbu Method, Bishop Method, Finite Element Method and Strength Reduction Finite Element Method (SRFEM) with five different failure criterions considered. The analysis results show that the failure surface simulated by SRFEM was closed to the result of classical method, and the safety factor by SRFEM with D-P3 failure criterion was much more closed to the one got from the Fellenius Method. So, it is feasible to evaluate the static stability of tailing dam through SRFEM. Also, it indicates that the finite element method and SRFEM are suitable to simulate practical engineering with the complicated cross section and non-linear materials.

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Evaluation of slope stability in static and pseudo-static earth dam using software Gio Studio and Plaxis (Case Study dam Kaboodval)

The seepage and slope stability are very important and necessary in the dam dirt are, therefore, in this context, numerous applications to predict and calculate the rate of leakage has been prepared that than the experimental time and cost savings for the analysis of liquids before construction of earth dams need. In this study, safety factors for slope stability software Kaboodwal  plaxis two-...

متن کامل

Comparison and evaluation of the performance of data-driven models for estimating suspended sediment downstream of Doroodzan Dam

Dams control most of the sediment entering the reservoir by creating static environments. However, sediment leaving the dam depends on various factors such as dam management method, inlet sediment, water height in the reservoir, the shape of the reservoir, and discharge flow. In this research, the amount of suspended sediment of Doroodzan Dam based on a statistical period of 25 years has been i...

متن کامل

Parametric Evaluation of the Static Stability Analysis of the Asphaltic Concrete Core Rockfill Dams

The present study examined the effect of the geometric parameters of the Rockfill dams on the 2D static analysis of slope stability. In this regard, several numerical models analyzed for eight heights, three slopes of upstream and downstream, three vertical and skewed core thicknesses and four different impounding time stages namely, "End of Construction", "Full Reservoir", "Half Full Reservoir...

متن کامل

Evaluation of Earth Dam Behavior against Earthquake with respect to Dam Height and Constitutive Model of Dam Materials

In spite of the fact that the effect of earthquake on earth dams has been widely studied during the past decades, the complicated behavior of such earth structures against different seismological characteristics is still unknown. Such ambiguities necessitate more accurate studies using more comprehensive computation tools to achieve new results describing the behavior of such structures subject...

متن کامل

Evaluation of Earth Dam Behavior against Earthquake with respect to Dam Height and Constitutive Model of Dam Materials

In spite of the fact that the effect of earthquake on earth dams has been widely studied during the past decades, the complicated behavior of such earth structures against different seismological characteristics is still unknown. Such ambiguities necessitate more accurate studies using more comprehensive computation tools to achieve new results describing the behavior of such structures subject...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2012