A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Detailed comparison of nine intact rock failure criteria using polyaxial intact coal strength data obtained through $ PFC^{3D} $ simulations
Abstract Study of intact rock failure criteria is an important topic in rock mechanics. In this study, applicability of nine different intact rock failure criteria is investigated for intact coal strength data. $ PFC^{3D} $ modeling was used to simulate the laboratory polyaxial tests for cubic intact coal blocks of side dimension 110 mm under different confining stress combinations. A modified grid search procedure is proposed and used to find the best-fitting parameter values and to calculate the coefficient of determination (R2) values for each criterion. Detailed comparisons of the nine criteria are made using the following aspects: R2 values, σ1 − σ2 plots for different σ3, shapes on the deviatoric plane, linearity or nonlinearity on the meridian planes. Through the comparisons of R2 values, σ1 − σ2 plots and meridian lines, the modified Wiebols–Cook and modified Lade criteria were found to fit the intact coal strength data best. The nine failure criteria are categorized into three types based on the appearances on the deviatoric plane.
Detailed comparison of nine intact rock failure criteria using polyaxial intact coal strength data obtained through $ PFC^{3D} $ simulations
Abstract Study of intact rock failure criteria is an important topic in rock mechanics. In this study, applicability of nine different intact rock failure criteria is investigated for intact coal strength data. $ PFC^{3D} $ modeling was used to simulate the laboratory polyaxial tests for cubic intact coal blocks of side dimension 110 mm under different confining stress combinations. A modified grid search procedure is proposed and used to find the best-fitting parameter values and to calculate the coefficient of determination (R2) values for each criterion. Detailed comparisons of the nine criteria are made using the following aspects: R2 values, σ1 − σ2 plots for different σ3, shapes on the deviatoric plane, linearity or nonlinearity on the meridian planes. Through the comparisons of R2 values, σ1 − σ2 plots and meridian lines, the modified Wiebols–Cook and modified Lade criteria were found to fit the intact coal strength data best. The nine failure criteria are categorized into three types based on the appearances on the deviatoric plane.
Detailed comparison of nine intact rock failure criteria using polyaxial intact coal strength data obtained through $ PFC^{3D} $ simulations
He, Peng-fei (author) / Kulatilake, Pinnaduwa H. S. W. (author) / Yang, Xu-xu (author) / Liu, Dong-qiao (author) / He, Man-chao (author)
Acta Geotechnica ; 13
2017
Article (Journal)
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
DDC:
624.15105
Post-Peak Strength Criterion for Intact Rock Under Polyaxial Loading
| Springer Verlag | 2025
Comparative Study of Nine Intact Rock Failure Criteria via Analytical Geometry
| Online Contents | 2022
Fitting strength criteria to intact rock
| Online Contents | 1991
Comparison of Intact Rock Strength Criteria for Pragmatic Design
| British Library Online Contents | 2017