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International Journal of Rock Mechanics and Mining Sciences
Elsevier Science
International Journal of Rock Mechanics and Mining Sciences

Elsevier Science

1365-1609

International Journal of Rock Mechanics and Mining Sciences/Journal International Journal of Rock Mechanics and Mining SciencesSCIEIISTP
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    A true triaxial experimental study on porous Vosges sandstone: from strain localization precursors to failure using full-field measurements

    Couture C.Besuelle P.
    15页
    查看更多>>摘要:? 2022 Elsevier LtdThis study systematically investigates the effect of deviatoric loading paths on diffuse and localized deformation developing during the mechanical loading of a high porosity (20%) Vosges sandstone (Eastern France). Laboratory scale experiments are performed using a high pressure true triaxial apparatus, designed to provide access to full-field surface kinematics at high spatial and temporal resolutions during the loading phase. The true triaxial experiments, with independent control of the three principal stress, are conducted at two constant mean stresses, in the brittle-ductile transition regime, and at five prescribed Lode angles, from axisymmetric compression (ASC) to axisymmetric extension (ASE). First, the transition from diffuse towards localized deformation is analyzed in different loading increments and shows an intermediate step of early strain localization, characterized by a large number of early deformation bands developing well before the stress peak and with a predominantly dilatant behavior. Secondly, the evolution of the mechanical behavior and localization patterns, such as deformation band angles and localized dilatancy, indicate a transition from the brittle regime to the ductile regime that is not only dependent on an increase in the mean stress, but also on a decrease in the Lode angle. The analysis of full-field measurements also provides insights into the emergence and evolution of local strains, as deformation structures coalesce or relocate and different failure modes develop depending on the prescribed stress paths.

    Hazards in mining: A novel model for the prediction of run-out distances in tailings dams using CFD

    Vergara A.Palma S.Alvarez A.Zandarin M.T....
    7页
    查看更多>>摘要:? 2022 Elsevier LtdTailings dams are potential facilities capable of failure, with the potential to generate high-impact environmental, economic, and social catastrophes given that they do collapse. In this study, numerical simulations of tailings as non-Newtonian fluids based on the Herschel–Bulkley model have been carried out to characterize the runout distances under different physical conditions. Using scaling arguments, a mathematical expression formed by three dimensionless groups including dimensionless yield stress, a modified Reynolds number, and the angle of the inclination of the system is proposed to explain the runout distance in tailings dams. The subsequent results show a good correlation between the variables, allowing us to deduce a high influence of the yield stress and the slope, albeit reflected both in the modified Reynolds number and the yield coefficient. Finally, a simple mathematical model is obtained from multidimensional analysis and the possibility of an abacus for regular intervals is proposed, which in turn supports an additional complement to the existing models for estimating the runout distances.

    Integrated static and dynamic geophysical and geomechanical data for characterization of transport properties

    Mallet C.Isch A.Laurent G.Azaroual M....
    11页
    查看更多>>摘要:? 2022 Elsevier LtdThe observatory of transfers in the vadose zone (OZNS-France) offers a unique support for characterizing the Beauce limestone aquifer at various spatial and temporal scales. This observatory consists of a large well associated with external boreholes dedicated to imaging, monitoring, and understanding mass and heat transfers through the vadose zone. An initial geological characterization of core samples gave valuable information on the facies encountered within the vadose zone. It is composed of highly incoherent limestones down to 7 m-depth and a massive and altered limestone rock layer from 7 to 20 m-depth. The latter presents fracturation and karstification increasing with depth. This study focuses on the hard limestone rock units and aims to quantify the level of heterogeneity through static and dynamic laboratory tests performed on core samples. Along 20 m of three boreholes, representative samples are tested through uniaxial or triaxial conditions. Elastic wave velocities are also measured. The obtained Young's modulus, compression strength, and P- and S-wave velocities highlight strong variations with depth. For example, at 14 m-depth, uniaxial maximal strength ranges from 13 to 123 MPa. In addition, at 16 m-depth, P-wave velocities are distributed from 3,650 to 5,700 m.s?1. These large scatterings confirm the strong heterogeneity of the geological formations. It is interpreted in terms of a high porosity, degree of fracturation and/or initiate active karstification. The double porosity is discussed from the difference between the static and dynamic Young's modulus. Their variations are interpreted in terms of connected porosity and important crack density. This last parameter is estimated from the P- and S- wave velocities, and ranges from 0 to 0.43, with an extremum value of 1.21 around 19 m-depth. These values and variations are in good correlation with log imaging and independent permeability laboratory measurements made on the hard limestone rock units.

    A new incremental variational micro-mechanical model for porous rocks with a pressure-dependent and compression–tension asymmetric plastic solid matrix

    Zhao L.-Y.Lai Y.-M.Shao J.-F.
    14页
    查看更多>>摘要:? 2022 Elsevier LtdIn this paper, we shall formulate a new micro-mechanical model for describing both local and macroscopic elastic–plastic behavior of porous rocks with a pressure-sensitive and tension–compression asymmetric solid matrix. For this purpose, a new incremental variational mean field homogenization (IVMFH) method is first established. The novelty lies in the fact that the new formulation allows considering solid matrix obeying a nonlinear plastic yield criterion rather than the linear Drucker–Prager one adopted in the previous work Zhao et al. (2019). To this end, a new optimization procedure is proposed to estimate the effective incremental potential involving a stress-dependent relation between volumetric and deviatoric parts of local plastic strain field of solid matrix. The proposed incremental variational model takes into account the effect of non-uniform distribution of local stress and strain fields in solid matrix by incorporating their first and second moments in the homogenization process. The proposed model is able to provide not only macroscopic but also local mechanical responses of porous rocks. Its efficiency is assessed by a series of comparisons with full-field finite element calculations. Application examples are also presented through comparisons with experimental data for two typical porous rocks: Vosges sandstone and Lixhe chalk.

    Differences in the plastic and brittle properties of Danian and Maastrichtian reservoir chalk from the North Sea

    Al Assaad S.Nick H.M.Amour F.
    11页
    查看更多>>摘要:? 2022 The AuthorsWellbore collapse, seafloor subsidence, and seismic events are some of the main technical and societal issues related to the deformation of producing chalk reservoirs. The triaxial tests represent valuable input data for geomechanical and rock physics models that document the properties and mechanical response of the rock under in situ conditions. Most of the experimental studies are related to chalk from the Upper Maastrichtian Tor Fm. that is the main oil-bearing unit in the North Sea. The overlying Danian Ekofisk Fm. that also contains a non-negligible part of the hydrocarbon reserves has however received little attention. The aim of this study is to assess the plastic and shear behaviour of oil-saturated, Danian chalk containing different amount of quartz by using an extensive experimental dataset. The hydrostatic yield stresses and the Mohr-Coulomb criteria are quantified across a 30–45% porosity range for specimens with a low (<3%) and high amount of quartz (>4%), referred to as clean and impure chalk. Porosity-dependent functions are proposed to estimate the geomechanical properties and the yield surface is reconstructed in a plot of mean-deviatoric stress versus porosity. These results are compared with previous studies on Maastrichtian chalk. The plastic and shear behaviour of Danian and Maastrichtian chalk appears similar for porous specimens and differs as porosity declines. The differences are of significance changing the geomechanical properties by a factor of 20%–60%. The mineralogical and diagenetic parameters that can explain these observations are discussed. The outcomes can be integrated in constitutive models to improve the prediction on the contribution of the Ekofisk Fm. to the total strain occurring in depleted reservoirs from the North Sea. This study is also of interest for other sectors of industry such as CO2 and energy storage in chalk that involve economical and societal risks associated with rock deformation.

    Appraisal of the number of asperity peaks, their radii and heights for three-dimensional rock fracture

    Tang Z.C.Wu Z.L.Zou J.
    10页
    查看更多>>摘要:? 2022 Elsevier LtdContact behaviors of rock fracture are controlled by the asperities which carry the external load during the process of closure/shearing. The spatial geometrical features of asperity serve as input parameters for Hertz-based theoretical models, mainly including peak density, mean peak radius or mean peak height. However, there is no well-recognized appraisal in 3D domain available to identify the asperity peaks randomly distributed on the fracture surface. Two kinds of method with different principles are used to identify the asperity peaks, which are the spectral moments approach and the quantitative method (5 PP and 9 PP criterion). The spectral moments approach generally leads to a larger peak density and a lower standard deviation of peak height, and also underestimates the mean peak radius, which is not recommended to identify the asperity peaks in 3D domain. Similar evolutions of the peak spatial features determined by 5 PP and 9 PP criteria can be observed, while 5 PP criterion is suggested to identify the asperity peaks in 3D domain. The effects of sampling interval in lateral resolution (in x- and y-directions) and peak-threshold value (in z-direction) on the peak spatial features based on 5 PP criterion are further provided. How to choose sampling interval and peak-threshold value are discussed, while general rules is unavailable by the present analysis. Such analysis can be helpful to understand the contact behaviors of rock fracture under compression/shear load.

    Seismic hazard calculation using the equivalent magnitude obtained from numerical modelling

    Jarufe Troncoso J.A.Perez S.Hurtado J.P.Cifuentes C....
    11页
    查看更多>>摘要:? 2022 Elsevier LtdNumerical modelling is widely used to estimate seismic potential in mines. Several numerical methods, along with different interpretation techniques, allow estimating the seismic potential at different stages of a mine or tunnel construction. However, none of the existing methods considers the magnitude of seismic events as a distribution of values, rather all methods focus on obtaining a single value representative of the seismic conditions for each excavation stage. The objective of this study was to develop a method based on the implicit generation of a synthetic distribution of seismic data and on the results of numerical modelling, providing a means to decompose the modelling results into a statistical distribution of maximum magnitudes. The results of this method provide a statistical distribution of the maximum magnitudes, based on existing plastic modelling results and assumptions about the failure mechanism. This work provides an engineering tool to evaluate the probability of the maximum seismic event.

    Experimental study of the anisotropic behaviour of the Naparima Hill argillite

    Iyare U.C.Blake O.O.Ramsook R.Faulkner D.R....
    11页
    查看更多>>摘要:? 2022 Elsevier LtdArgillite rocks are often anisotropic due to the presence of microfractures, clay minerals, laminations, and bedding planes. Understanding the anisotropic behaviour of organic-rich argillite rocks is critical for their successful exploitation as unconventional reservoirs. In this study, the anisotropic rock properties of the argillite in the Naparima Hill Formation, Trinidad, an unconventional reservoir, was studied in laboratory experiments. A series of laboratory measurements including permeability, P- and S-wave velocities, and compressive strength were conducted at effective pressures of up to 130 MPa. The rock samples tested were collected from the Naparima Hill outcrop described by three lithofacies: siliceous calcareous mudstones, calcareous mudstone, and siliceous mudstones. The anisotropy of the argillite was determined by the ratio of the rock property measured perpendicular to the outcrop bedding to the rock property measured parallel to the outcrop bedding. For all the studied argillites, the permeability anisotropy ratios is about 2, while the P- and S-wave velocities anisotropy ratios, and compressive strength anisotropy ratios are close to 1, indicating that the rocks are fairly anisotropic. With increasing effective pressure, the permeability, velocities, and strength anisotropy ratios all decreased marginally. A comparison analysis reveals that the anisotropies of permeability and strength, anisotropies of P-velocity and permeability and anisotropies of S-velocity and permeability are all unrelated. However, anisotropies of P-wave velocity and strength, anisotropies of S-wave velocity and strength, and anisotropies of P-wave velocity and S-wave velocity anisotropy all have a 1:1 relationship. Overall, the results of the study suggest that the Naparima Hill argillite is weak to fairly anisotropic, which can be attributed to the low clay content, poor laminations, lack of foliation and few microfractures in the rocks.

    Crack interaction and fracturing of geomaterials with multiscale cracks

    Qi C.Zhao F.Xia C.Dyskin A.V....
    12页
    查看更多>>摘要:? 2022 Elsevier LtdGeomaterials contain numerous cracks whose interaction affects the macroscopic mechanical properties of the materials significantly. We propose a mechanical model of cracks of 3 scale levels to investigate the pattern of crack propagation and possible failure modes produced. For modelling crack interaction between different scale levels, we model the unloading domain of influence of a single crack as the sphere with the diameter being the crack size drawn around the crack center. When the tip of a lower scale crack propagates into the influence domain of a crack of a higher scale level, the propagating crack of a lower scale will be unloaded and never grow from this tip. Propagation and coalescence of cracks of different scale levels for different initial crack concentration result in different patterns of cracks propagation and failure. For relatively lower initial crack concentrations, the interaction of cracks of the first scale level dominates, producing failure due to the coalescence of cracks of the first scale level. With the increase of the initial crack concentration, the coalescence of cracks of the third scale level dominates leading to failure at a higher initial concentration. With the further increase of the initial crack concentration, the failure is produced by the coalescence of cracks of the second scale level. At even higher initial crack concentrations the failure is again produced by the coalescence of cracks of the first scale level. The dynamic strength decreases with the increase in the initial crack concentration.

    Dynamic uniaxial compression testing of veined rocks under high strain rates

    Robbiano F.Orellana L.F.Liu K.Zhang Q.-B....
    13页
    查看更多>>摘要:? 2022 Elsevier LtdThe occurrence of strainbursts is of major concern in underground deep mining operations. Strainbursts are complex events characterized by a spontaneous strain-energy liberation at the boundaries of underground excavations, putting both the long-term safety of operations and exposing workers to risk. In this study, we reported a series of uniaxial compression tests by using a split Hopkinson pressure bar (SHPB) and a high-speed camera, to understand the role of dynamic loads and high strain rates (10–102 s-1) in the mechanical behavior and fracture patterns of veined rocks. The samples are representative of major deep underground mine districts in Chile: Chuquicamata (QS), Andina (RB), and El Teniente (CMET). Results show a clear increase in the dynamical uniaxial strength concerning quasi-static values. The increase was up to 2,2 times in CMET, 1,8 in RB, and 2,6 in QS. Additionally, the dynamic increase factor (DIF) indicates a strong strain rate dependency of the QS samples. This effect on RB and CMET samples is less evident. The data obtained with dynamic compressional testing indicates that both the increase in stiffness and dynamical compressive strength depends largely on the rock strain rate dependency. Further, we report a direct relationship between fracture patterns and the presence of veinlets. We suggest that fractures propagate through the matrix when the mechanical properties show a strong strain rate dependency, whereas are restricted to veinlets and veins when this dependence is less evident. Thus, as stress pulses enhance the stiffness, the energy dissipation increases, and the proneness of block formation is higher. These are conditions favoring strainbursts occurrence and might increase the severity of this phenomenon in underground excavations.