A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Computerized Slope-Stability Analysis of Refuse Piles and Impoundments by the Simplified Bishop Method
Title 30 Code of Federal Regulations, Part 77.214-216 concerning coal refuse piles and impoundments call for the engineered design and construction of these structures. An integral part of most of these designs is a slope stability analysis that often involves long, tedious and complicated calculations. With the use of a computer, these slope stability analyses can be performed relatively easily by a qualified engineer. This report presents the steps involved in computer-modeling and analyzing refuse piles and impoundments via the Simplified Bishop Method of Slices, a commonly employed technique for circular arc failures. Two example problems which use the well-known computer program entitled SBM (Simplified Bishop Method), which was originally developed at Massachusetts Institute of Technology, are given. For completeness, a listing and description of, and input cards for the SBM program are presented in the appendices. (ERA citation 08:045393)
Computerized Slope-Stability Analysis of Refuse Piles and Impoundments by the Simplified Bishop Method
Title 30 Code of Federal Regulations, Part 77.214-216 concerning coal refuse piles and impoundments call for the engineered design and construction of these structures. An integral part of most of these designs is a slope stability analysis that often involves long, tedious and complicated calculations. With the use of a computer, these slope stability analyses can be performed relatively easily by a qualified engineer. This report presents the steps involved in computer-modeling and analyzing refuse piles and impoundments via the Simplified Bishop Method of Slices, a commonly employed technique for circular arc failures. Two example problems which use the well-known computer program entitled SBM (Simplified Bishop Method), which was originally developed at Massachusetts Institute of Technology, are given. For completeness, a listing and description of, and input cards for the SBM program are presented in the appendices. (ERA citation 08:045393)
Computerized Slope-Stability Analysis of Refuse Piles and Impoundments by the Simplified Bishop Method
S. G. Sawyer (author) / D. S. Mazzei (author) / K. K. Wu (author)
1978
91 pages
Report
No indication
English
Mineral Industries , Spoil Banks , Mineral Wastes , Dams , Slope Stability , Coal Mines , Computerized Simulation , Engineering , Design , Construction , USA , Legislation , Regulations , Stability , Computer Calculations , B Codes , Computer Codes , Safety , ERDA/012000 , ERDA/016000
Simplified Bishop Method Homogeneous Soil Slope Stability Analysis Based on the C# Language
| British Library Conference Proceedings | 2014
Stability of slope reinforced with piles
| British Library Conference Proceedings | 1999
Simplified Pile-Slope Stability Analysis
| Online Contents | 1995