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Numerical calculation and multi-factor analysis of slurry diffusion in an inclined geological fracture

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TLDR
In this article, the authors investigated the restriction mechanisms, based on a single inclined rough fracture, employing a space stepwise method (SSM) using multi-direction sectors (MDS) for calculating the diffusion of variable-viscosity slurry under constant flow.
Abstract
Slurry grouting plays an important role in water plugging for hydrogeological engineering and there are multiple factors that restrict the slurry flow. This study investigates the restriction mechanisms, based on a single inclined rough fracture, employing a space stepwise method (SSM) using multi-direction sectors (MDS) for calculating the diffusion of variable-viscosity slurry under constant flow. The specifically developed numerical algorithm is validated by experimental results. The spatio-temporal effects of major factors on the flow, and the rock hydraulic properties, were analyzed for cement-based slurry. The results show that the slurry flow calculated by MDS-SSM exhibits strong fitting with experimental results. The diffusion pattern no longer exhibits a circular plane, but rather a double semi-elliptical distribution. The fracture direction angle, especially for the upward vertical flow, must be considered in the case of a larger dip angle. The main controlling factor of the pressure field is the higher slurry viscosity in regions far from the injection hole, and the influence of dip angle is significantly greater closer to the hole. Roughness has an influence on the fracture hydraulic properties, and the required grouting pressure increases with an increase in roughness. The fracture aperture, viscosity coefficient, and diffusion radius are three key factors with strong sensitivity affecting the forecasting accuracy of grouting parameters. The role of the fracture dip angle can be neglected only in narrow fractures and long-distance diffusion with higher-viscosity slurry or larger pressure. The key threshold value can be obtained with a fitting formula under given conditions.

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Journal ArticleDOI

Cement flow in interaction rock fractures and its corresponding new construction process in slope engineering

TL;DR: In this paper, a coupling model of cement flow considering the mutual interaction between fractures is established, and the fracture-fracture perturbation factor (FPF) and perturbance intensity factor (PIF) are defined.
Journal ArticleDOI

Long-term deformation and control structure of rheological tunnels based on numerical simulation and on-site monitoring

TL;DR: In this article, a model of long-term deformation and failure of soft rock tunnels is established, and a mechanical mechanism is applied to the design of a stable structure, and the control principle of soft rocks is proposed: stress-deformation applicability and spacetime applicability.
Journal ArticleDOI

Multi-fracture interactions during two-phase flow of oil and water in deformable tight sandstone oil reservoirs

TL;DR: In this paper, a coupled model considering two-phase flow of oil and water, as well as deformation and damage evolution of porous media, is proposed and validated using associated results, including the oil depletion process, analytical solution of stress shadow effect, and physical experiments on multi-fracture interactions and fracture propagation in unsaturated seepage fields.
Journal ArticleDOI

Study on Reasonable Roadway Position of Working Face under Strip Coal Pillar in Rock Burst Mine

TL;DR: Wang et al. as discussed by the authors studied the reasonable position of mining roadway under strip coal pillar for increasing the stability of mine roadway, reducing the waste of resources, and realizing the safety production of working face.
Journal ArticleDOI

Grouting Mechanism in Water-Bearing Fractured Rock Based on Two-Phase Flow

TL;DR: Based on the two-phase flow diffusion theory, a slurry diffusion model considering flowing water condition was established for a blocking area of a fracture zone in one case from China as mentioned in this paper, and the feasibility of twophase flow model in grouting diffusion calculation was analyzed.
References
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Journal ArticleDOI

Review of a new shear-strength criterion for rock joints

TL;DR: In this paper, a sliding scale of roughness is proposed for estimating the shear strength of rough joints, and the curvature of the proposed strength envelopes reduces as the roughness coefficient reduces, and also varies with the strength of the weathered joint wall or unweathered rock.
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Estimating joint roughness coefficients

TL;DR: In this paper, the root mean square and the mean square of the first derivative of a surface profile were used to measure the joint roughness coefficient of the surface profiles presented by Barton and Choubey.
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The Effect of Tortuosity on Fluid Flow Through a Single Fracture

TL;DR: In this paper, the effect of path tortuosity and connectivity on fluid flow rate through a single rough fracture was carried out, where the flow paths were represented by electrical resistors placed on a two-dimensional grid, and the resistances vary as the inverse of the fracture aperture cubed.
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The effect of contact area on the permeability of fractures

TL;DR: In this article, an idealized fracture consisting of two parallel plates propped open by isolated asperities is considered, and boundary element calculations, analogue electrical conductivity measurements and an effective medium approximation are used to study the permeability of fractures with circular, elliptical and irregular asperity shapes.

The effect of contact area on the permeability of fractures

TL;DR: In this paper, an idealized fracture consisting of two parallel plates propped open by isolated asperities is considered, and boundary-element calculations, analogue electrical conductivity measurements and an effective medium approximation are used to study the permeability of fractures with circular, elliptical and irregular asperity shapes.
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