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• W4220707066 abstract "Under natural conditions, joint failure usually occurs after long-term loading rather than short-term loading. In order to prevent rock mass failure caused by creep behavior, bolt is widely used as a mature and effective reinforcement method. Therefore, it is necessary to consider the rheological effect of bolted joint. In this paper, the particle flow code (PFC) was used to study the effect of mesoparameters on the rheological shear mechanical behavior of joints without bolts and with bolts. The effects of mesoparameters such as Maxwell elastic coefficient <math xmlns=http://www.w3.org/1998/Math/MathML id=M1> <msub> <mrow> <mi>E</mi> </mrow> <mrow> <mtext>m</mtext> </mrow> </msub> </math> , Maxwell viscosity coefficient <math xmlns=http://www.w3.org/1998/Math/MathML id=M2> <msub> <mrow> <mi>C</mi> </mrow> <mrow> <mtext>m</mtext> </mrow> </msub> </math> , Kelvin elastic coefficient <math xmlns=http://www.w3.org/1998/Math/MathML id=M3> <msub> <mrow> <mi>E</mi> </mrow> <mrow> <mtext>m</mtext> </mrow> </msub> </math> , Kelvin viscosity coefficient <math xmlns=http://www.w3.org/1998/Math/MathML id=M4> <msub> <mrow> <mi>C</mi> </mrow> <mrow> <mtext>m</mtext> </mrow> </msub> </math> , and friction coefficient <math xmlns=http://www.w3.org/1998/Math/MathML id=M5> <msub> <mrow> <mi>F</mi> </mrow> <mrow> <mtext>s</mtext> </mrow> </msub> </math> were analyzed. The results show that <math xmlns=http://www.w3.org/1998/Math/MathML id=M6> <msub> <mrow> <mi>E</mi> </mrow> <mrow> <mtext>m</mtext> </mrow> </msub> </math> and <math xmlns=http://www.w3.org/1998/Math/MathML id=M7> <msub> <mrow> <mi>F</mi> </mrow> <mrow> <mtext>s</mtext> </mrow> </msub> </math> mainly affect the instantaneous shear displacement, but have little effect on the rheological shear displacement. However, <math xmlns=http://www.w3.org/1998/Math/MathML id=M8> <msub> <mrow> <mi>C</mi> </mrow> <mrow> <mtext>m</mtext> </mrow> </msub> </math> , <math xmlns=http://www.w3.org/1998/Math/MathML id=M9> <msub> <mrow> <mi>E</mi> </mrow> <mrow> <mtext>k</mtext> </mrow> </msub> </math> , and <math xmlns=http://www.w3.org/1998/Math/MathML id=M10> <msub> <mrow> <mi>C</mi> </mrow> <mrow> <mtext>k</mtext> </mrow> </msub> </math> have little effect on the instantaneous shear displacement, and the sensitivity is mainly reflected in the rheological shear displacement. <math xmlns=http://www.w3.org/1998/Math/MathML id=M11> <msub> <mrow> <mi>E</mi> </mrow> <mrow> <mtext>m</mtext> </mrow> </msub> </math> and <math xmlns=http://www.w3.org/1998/Math/MathML id=M12> <msub> <mrow> <mi>F</mi> </mrow> <mrow> <mtext>s</mtext> </mrow> </msub> </math> mainly affect the instantaneous shear displacement, but have little effect on the rheological shear displacement. However, <math xmlns=http://www.w3.org/1998/Math/MathML id=M13> <msub> <mrow> <mi>C</mi> </mrow> <mrow> <mtext>m</mtext> </mrow> </msub> </math> , <math xmlns=http://www.w3.org/1998/Math/MathML id=M14> <msub> <mrow> <mi>E</mi> </mrow> <mrow> <mtext>k</mtext> </mrow> </msub> </math> , and <math xmlns=http://www.w3.org/1998/Math/MathML id=M15> <msub> <mrow> <mi>C</mi> </mrow> <mrow> <mtext>k</mtext> </mrow> </msub> </math> have little effect on the instantaneous shear displacement, and the sensitivity is mainly reflected in the rheological shear displacement. Compared with the parameter sensitivity characteristics without bolt, the instantaneous shear displacement, shear stiffness, and steady rheological displacement under anchor condition are less affected by parameters, indicating that anchor can reduce the influence of joint parameters." @default.
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• W4220707066 date "2022-03-30" @default.
• W4220707066 modified "2023-09-26" @default.
• W4220707066 title "Effect of Rheological Mesoparameters on Shear Mechanical Behavior of Joints" @default.
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• W4220707066 doi "https://doi.org/10.1155/2022/3512507" @default.
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