Method for determining sleeve size parameter based on surrounding rock borehole radial stiffness damage evaluation
Patent Information
- Application Number
- CN202211416996.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2022-11-14
- Publication Date
- 2026-08-28
- Estimated Expiration
- 2042-11-14
AI Technical Summary
考虑到深部工程高应力条件,围岩锚固钻孔极易发生损伤,导致围岩钻孔径向刚度折减
[0036](1)该方法考虑了钻孔径向刚度对锚固力测试结果的重要影响,通过分析深部巷道锚固施工过程及采动应力环境,获得了围岩钻孔径向刚度损伤变量,其与钻孔半径、塑性区半径、弹性模量损伤程度及完整岩石力学参数相关,明确了围岩钻孔径向刚度损伤评估的方法流程。
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Figure CN115659548B_ABST
Abstract
Claims
1. A method for determining sleeve size parameters based on radial stiffness damage assessment of surrounding rock boreholes, characterized in that the steps include... include: S1. Calculate the radial stiffness of the borehole without damage to the surrounding rock; S2. Perform borehole deformation plasticity analysis to obtain the relationship between the radius of the plastic zone of the surrounding rock borehole and the mining stress; S3. Calculate the elastic modulus of the undamaged surrounding rock; S4. Calculate the radial stiffness of the borehole in the surrounding rock considering stiffness damage, and the damage variable of the borehole radial stiffness in the damaged surrounding rock. S5. Determine the radial stiffness of the sleeve and calculate the thickness of the sleeve; The intact surrounding rock conforms to the initial Mohr-Coulomb strength criterion, while the surrounding rock in the plastic zone conforms to the residual Mohr-Coulomb strength criterion; damage to the surrounding rock of the anchored borehole is considered as a reduction in the elastic modulus of the surrounding rock. The borehole deformation satisfies the assumptions of plane strain and small deformation. The radial stiffness of the non-damaging surrounding rock borehole k nr The calculation method is as follows: in, E r The elastic modulus of the surrounding rock; μ r The Poisson's ratio of the surrounding rock; a The radius of the surrounding rock anchoring borehole; The radius of the plastic zone of the surrounding rock borehole c With mining stress P a0 The relationship between them is expressed as follows: in, c The radius of the plastic zone of the surrounding rock anchoring borehole; Initial friction angle with the rock ϕ and cohesion C Related functions; Initial friction angle with the rock ϕ and cohesion C Related functions; A function related to the residual friction angle and cohesion within the rock; To the residual friction angle within the rock ϕ' and cohesion C' Related functions; P a0 To anchor the surrounding rock of the borehole to reduce mining stress; The elastic modulus E of the undamaged surrounding rock r ' The calculation method is as follows: in, D E E is the damage variable representing the elastic modulus of the surrounding rock. r ' The elastic modulus of the surrounding rock after damage; The radial stiffness of the surrounding rock borehole considering stiffness damage. k nr ' The calculation method is as follows: in, k nr = , Indicates the radial stiffness of the borehole without damaging the surrounding rock; definition D k The damage variable, representing the radial stiffness of the borehole in relation to the surrounding rock, is calculated as follows: The radial stiffness of the sleeve k mn The calculation method is as follows: in, E m The elastic modulus of the sleeve; μ m The Poisson's ratio of the sleeve; b The outer radius of the sleeve; The thickness of the sleeve t The calculation method is as follows: in, t The wall thickness of the sleeve; D k The damage variable is the radial stiffness of the borehole in the surrounding rock.
2. The method for determining sleeve size parameters based on radial stiffness damage assessment of surrounding rock boreholes according to claim 1, characterized in that, The sleeve can be made of PVC plastic, steel, or aluminum alloy.