Three-dimensional slope stability analysis using laser scanning and numerical simulation. Issue 2 (15th December 2017)

• Record Type: Journal Article
• Authors: Wang, Ming; Liu, Kai; Yang, Guiling; Xie, Jun
• Is Part Of: Geomatics, natural hazards & risk. Volume 8:Issue 2(2017)
• Page Start: 997
• Page End: 1011
• Publication Date: 2017-12-15
• Subjects: Landslide -- finite element -- laser scanning -- numerical simulation -- rainfall; Geomatics -- Periodicals; Geomatics; Periodicals; 526.905
• DOI: 10.1080/19475705.2017.1290696
• Languages: English
• ISSNs: 1947-5705

Abstract

ABSTRACT: Detailed surface topography is important when analyzing the stability of slopes. Recent advances in new technologies such as interferometric synthetic aperture radar and light detection and ranging have allowed us to obtain high-precision profiles of distant landscapes and objects including detailed slope information for three-dimensional (3D) slope stability analysis. However, techniques of reconstructing 3D numerical models from scanned data of slope geometry have not been well investigated or tested. This paper proposes a comprehensive approach that integrates laser scanning and finite element method for slope stability analysis, particularly failure prediction under precipitation scenarios. The methodology is applied to a slope in the Wenchuan earthquake-stricken mountainous region that failed in 2013, triggered by severe rainfall. The modelling results show that the surface sampling resolution can affect the prediction accuracy of the potential failure zones. When constructing the slope model, the selected surface grid should be fine enough to capture the important topographic features of the slope while minimizing computation demand. This paper confirms that the proposed method can be successfully used to identify the potential failure zones of the investigated slope under severe rainfall conditions.