Slope instability analysis in Phyllitic rock in the Lesser Himalayan using three different modeling approach

Ansari, Tariq Anwar; Srinivasan, Vinoth; Singh, T. N.; Das, Abhinab

doi:10.1007/s10064-019-01498-y

Cited by 9 publications

(1 citation statement)

References 37 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…In addition, the smoothed particle hydrodynamics (SPH) method [16] and 2-D/3-D finite element code [17] also have been used to evaluate the stability of slopes. The Mohr-Coulomb failure criteria are the most commonly employed in numerical modeling to investigate the stability of slopes in the most research work [18][19][20][21].…”

Section: Introductionmentioning

confidence: 99%

An Energy-Based Discrete Element Modeling Method Coupled with Time-Series Analysis for Investigating Deformations and Failures of Jointed Rock Slopes

Zhang

Mei

et al. 2021

Applied Sciences

View full text Add to dashboard Cite

The discrete element method (DEM) can be effectively used in investigations of the deformations and failures of jointed rock slopes. However, when to appropriately terminate the DEM iterative process is not clear. Recently, a displacement-based discrete element modeling method for jointed rock slopes was proposed to determine when the DEM iterative process is terminated, and it considers displacements that come from rock blocks located near the potential sliding surface that needs to be determined before the DEM modeling. In this paper, an energy-based discrete element modeling method combined with time-series analysis is proposed to investigate the deformations and failures of jointed rock slopes. The proposed method defines an energy-based criterion to determine when to terminate the DEM iterative process in analyzing the deformations and failures of jointed rock slopes. The novelty of the proposed energy-based method is that, it is more applicable than the displacement-based method because it does not need to determine the position of the potential sliding surface before DEM modeling. The proposed energy-based method is a generalized form of the displacement-based discrete element modeling method, and the proposed method considers not only the displacement of each block but also the weight of each block. Moreover, the computational cost of the proposed method is approximately the same as that of the displacement-based discrete element modeling method. To validate that the proposed energy-based method is effective, the proposed method is used to analyze a simple jointed rock slope; the result is compared to that achieved by using the displacement-based method, and the comparative results are basically consistent. The proposed energy-based method can be commonly used to analyze the deformations and failures of general rock slopes where it is difficult to determine the obvious potential sliding surface.

show abstract