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Paper Information

Journal:   INTERNATIONAL JOURNAL OF ENGINEERING   JUNE 2003 , Volume 16 , Number 2 (TRANSACTIONS A: BASICS); Page(s) 147 To 156.
 
Paper: 

SLOPE STABLLITY ANALYSIS USING A NON-LINEAR OPTIMIZATION TECHNIQUE

 
 
Author(s):  SAMANI H.M.V.*, MEYDANI M.
 
* Ahwaz, Iran
 
Abstract: 
In this study, a limit equilibrium method has been developed that satisfies all conditions of equilibrium and assumes circular slip surfaces. All force and moment equilibrium equations are employed without using simplification assumptions. A non-linear optimization technique is used to solve the system of equations with the corresponding constraints. The proposed method is capable to determine the interslice forces, factor of safety, and the coordinates of the critical slip surface center and the length of its radius. Examples for various unknown slope stability parameters are presented and compared to other conventional methods. The concept of the proposed method can be simply extended to multi-layered soil problems with circular and non-circular slip surfaces.
 
Keyword(s): SLOPE STABILITY, LIMIT EQUILIBRIUM, NONLINEAR OPTIMIZATION, SLIP SURFACE, FACTOR OF SAFETY
 
 
References: 
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+ Click to Cite.
APA: Copy

SAMANI, H., & MEYDANI, M. (2003). SLOPE STABLLITY ANALYSIS USING A NON-LINEAR OPTIMIZATION TECHNIQUE. INTERNATIONAL JOURNAL OF ENGINEERING, 16(2 (TRANSACTIONS A: BASICS)), 147-156. https://www.sid.ir/en/journal/ViewPaper.aspx?id=2521



Vancouver: Copy

SAMANI H.M.V., MEYDANI M.. SLOPE STABLLITY ANALYSIS USING A NON-LINEAR OPTIMIZATION TECHNIQUE. INTERNATIONAL JOURNAL OF ENGINEERING. 2003 [cited 2021May15];16(2 (TRANSACTIONS A: BASICS)):147-156. Available from: https://www.sid.ir/en/journal/ViewPaper.aspx?id=2521



IEEE: Copy

SAMANI, H., MEYDANI, M., 2003. SLOPE STABLLITY ANALYSIS USING A NON-LINEAR OPTIMIZATION TECHNIQUE. INTERNATIONAL JOURNAL OF ENGINEERING, [online] 16(2 (TRANSACTIONS A: BASICS)), pp.147-156. Available: https://www.sid.ir/en/journal/ViewPaper.aspx?id=2521.



 
 
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