Kai Li, Shaorui Sun, Jihong Wei, Minyi Zhu, Chunlin Jin, Hu Zheng
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引用次数: 0
Abstract
The shape of rock blocks significantly influences the mechanical properties of bimrocks. To address this gap in research, a new laboratory-based method was proposed to study the effects of block shape, with detailed production techniques for creating rock blocks of various shapes. Uniaxial compression and direct shear test results revealed that block shape markedly affects the stress-strain behavior under uniaxial compression. The elongation index (EI) and flatness index (FI) were found to effectively characterize the influence of block shape on uniaxial compressive strength (UCS), cohesion, and internal friction angle. Interestingly, when the block proportion was 30% versus 60%, the direction of UCS variation on the EI-FI chart reversed, with EI having a greater influence on UCS than FI. Cohesion increased in a counterclockwise direction on the chart, with the minimum cohesion observed in samples with oblate blocks. In contrast, the internal friction angle increased in a clockwise direction, with its minimum value found in samples with blade-shaped blocks. In terms of shear failure, rock cutting along the shear failure surface decreased with decreasing shape factor (SF), with failure more often manifesting as rock bypassing rather than direct cutting.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.