Simplified Bishop Method Homogeneous Soil Slope Stability Analysis Based on the C# Language

Hai Bing Wei; Qian Zhang; Jun Hai Zhao

doi:10.4028/www.scientific.net/AMM.580-583.291

Paper Titles

Response of Non-Homogeneous Saturated Soils and Free-Field to Incident Plane SH Wave
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Study of Key Parameters in the Process of Aeolian Sand Compactibility
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Construction Techniques and Mechanism of Pre-Anchoring Fissured Stope Hangingwall by Fully-Grouted Cable Bolts
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Numerical Analysis of the Bearing Behavior of Single Pile under Horizontal Load
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Simplified Bishop Method Homogeneous Soil Slope Stability Analysis Based on the C# Language
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Study on Engineering Behavior of Non-Embedded Pile-Board Structure Crossing Over-Shallow-Embedded Metro
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The Analysis on Bearing Characteristic of Residue Pile Composite Foundation Formed by DDC
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The Explanation of Yield Surface Rotation of Sands by Principle of Thermodynamics with Internal Variables
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The Studies of Rock Damage Softening Statistical Constitutive Model under True Triaxial Stress State
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Simplified Bishop Method Homogeneous Soil Slope...

Simplified Bishop Method Homogeneous Soil Slope Stability Analysis Based on the C# Language

Abstract:

A computer program was compiled based on the C# language of Microsoft Visual Studio 2008 and the principle of simplified Bishop method. The program will calculate the minimum factor of safety, and automatically draw the two-dimensional (2-D) critical slip surface after user input the basic parameters. Through testing a lot of examples, the program has good stability, high precision, fast speed and good visibility.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

291-295

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.291

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Online since:

July 2014

Authors:

Hai Bing Wei, Qian Zhang, Jun Hai Zhao

Keywords:

C# Language, Critical Slip Surface, Factor of Safety, Simplified Bishop Method, Slope Stability

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