GIS-Based Implementation of Three-Dimensional Limit Equilibrium Approach of Slope Stability

• Published in: Journal of geotechnical and geoenvironmental engineering Vol. 132; no. 5; pp. 656 - 660
• Main Authors: Xie, Mowen, Esaki, Tetsuro, Cai, Meifeng
• Format: Journal Article
• Language: English
• Published: New York, NY American Society of Civil Engineers 01-05-2006
• Subjects: Applied sciences; Buildings. Public works; Computation methods. Tables. Charts; Exact sciences and technology; Geotechnics; Soil mechanics. Rocks mechanics; Structural analysis. Stresses; TECHNICAL NOTES; Limit equilibrium equation; Three dimensional model; Analysis method; Geographic information system; Three-dimensional analysis; Example; Slope stability; Limit; Application; Equilibrium; Soil mechanics; Geographic information systems
• ISSN: 1090-0241; 1943-5606
• DOI: 10.1061/(ASCE)1090-0241(2006)132:5(656)

The growing popularity of the geographical information system (GIS), with capacities ranging from conventional data storage to complex spatial analysis and graphical presentation, means it is also becoming a powerful tool for geotechnical engineers. In this technical note, integrating the GIS grid-based data with four proposed column-based limit equilibrium models of three-dimensional (3D) slope stability analysis, new correspondent GIS grid-based 3D deterministic models have been devised in order to calculate the safety factor of the slope. Based on four GIS-based 3D slope stability analysis models, a GIS-based program, 3DSlopeGIS, has been developed to implement the algorithm where the whole of the input data is in the same form as the GIS dataset. Certain widely addressed examples have been evaluated using 3DSlopeGIS and the results show the correction and potential of this GIS-based tool as a means of assessing the 3D stability of a slope. A practical slope problem has also been evaluated using the 3DSlopeGIS system, and the results have illustrated the convenience of data management.