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Fatigue damage evolution behaviors and fractional fatigue mechanical model of monzogabbro under true triaxial disturbance test 单斜辉长岩在真实三轴扰动试验下的疲劳损伤演化行为和分部疲劳力学模型
IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-08-23 DOI: 10.1016/j.ijrmms.2024.105881

The disturbance wave caused by excavation or blasting of underground surrounding rock causes fatigue degradation effect of rock and eventually leads to disasters. However, the fatigue damage characteristics and fatigue models of rock under true triaxial disturbance are scare. Therefore, a series of true triaxial disturbance tests were conducted to investigate the rock fatigue deformation, strength and damage behaviors under different conditions. The evolutions of static damage and fatigue damage are separated and investigated respectively. Fatigue deformation and damage of rock under true triaxial stress undergoes three stages: attenuation, constant velocity and acceleration stage. The crack initiation stress can be as the initial condition of the fatigue deformation; the fatigue critical stress σdc of rock entering the acceleration failure stage was proposed and explored, with increasing frequency, σdc increase slightly and with increasing σ2, σdc increase obviously. Then, a novel fractional fatigue mechanical model considering the fatigue damage and intermediate principal stress effects of rock under true triaxial disturbance was proposed. The theoretical results of the model agree well with the results of the tests. Finally, the sensitivity analysis of stresses and model parameters and the model predictions under other untesting conditions were carried out to improve the understanding and prediction level of fatigue failure in underground engineering.

挖掘或爆破地下围岩时产生的扰动波会引起岩石的疲劳降解效应,并最终导致灾害。然而,岩石在真实三轴扰动下的疲劳破坏特征和疲劳模型却十分罕见。因此,我们进行了一系列真三轴扰动试验,以研究不同条件下岩石的疲劳变形、强度和损伤行为。分别研究了静态损伤和疲劳损伤的演变过程。岩石在真实三轴应力作用下的疲劳变形和损伤经历了三个阶段:衰减阶段、恒速阶段和加速阶段。裂纹起始应力可作为疲劳变形的初始条件;提出并探讨了岩石进入加速破坏阶段的疲劳临界应力σdc,随着频率的增加,σdc略有增加,随着σ2的增加,σdc明显增加。随后,提出了一种考虑岩石在真三轴扰动下的疲劳破坏和中间主应力效应的新型分数疲劳力学模型。模型的理论结果与试验结果吻合良好。最后,对应力和模型参数进行了敏感性分析,并对其他非试验条件下的模型进行了预测,以提高对地下工程疲劳破坏的认识和预测水平。
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引用次数: 0
Insight into the dynamic tensile behavior of deep anisotropic shale reservoir after water-based working fluid cooling 水基工作液冷却后深层各向异性页岩储层动态拉伸行为透视
IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-08-22 DOI: 10.1016/j.ijrmms.2024.105875

During deep shale gas production, flowing water-based working fluid inevitably cools shale reservoirs around boreholes and some fractures, and possible extraction methods induce dynamic stresses. To understand the dynamic tensile behavior of deep anisotropic shale reservoir after water-based working fluid cooling, a split Hopkinson pressure bar was used for performing the dynamic Brazilian tests on shale samples with bedding angles of 0°, 30°, 45°, 60° and 90° after reservoir temperature realization (25–200 °C) and water cooling. The results illustrate that dynamic tensile strength of shale samples decreases gradually as reservoir temperature increases under the loading rates 100–1000 GPa/s. From room temperature to 200 °C the most strength deterioration appears on samples with the bedding angle of 90°. A dynamic tensile strength deterioration model for deep shale reservoirs after water-based working fluid cooling is proposed considering the influence of loading rate and bedding angle. Geometrical trajectories of the main failure cracks are separated into three types, i.e., fully central tensile failure, tensile-shear failure and fully shear failure (sliding of bedding planes). For samples with bedding angles of 30°, 45° and 60°, increasing reservoir temperature encourages tensile failure to change into shear failure. The roles that bedding planes play in interacting with failure crack growth are summarized as IP mode (intersecting propagation), TP mode (turning propagation) and PP mode (promoting propagation). Anisotropic dynamic tensile strength responses are systematically discussed by using thermal stress simulation in ABAQUS, microstructure analyses, crack interaction conditions and the one-dimensional stress wave propagation theory. Based on experimental observations, field implications in borehole stability and fracturing of deep shale reservoirs are proposed under medium and high loading rates. This work is instrumental in providing valuable information and technology assistance for real deep shale gas production projects.

在深层页岩气生产过程中,流动的水基工作液不可避免地会冷却钻孔和一些裂缝周围的页岩储层,可能的开采方法会引起动应力。为了解深层各向异性页岩储层在水基工作液冷却后的动态拉伸行为,在储层温度实现(25-200 °C)和水冷却后,使用分体式霍普金森压力棒对基底角为 0°、30°、45°、60°和 90°的页岩样品进行了巴西动态试验。结果表明,在 100-1000 GPa/s 的加载速率下,页岩样品的动态拉伸强度随着储层温度的升高而逐渐降低。从室温到 200 °C,强度下降最多的是基底角为 90° 的样品。考虑到加载速率和铺层角度的影响,提出了水基工作液冷却后深层页岩储层动态拉伸强度劣化模型。主要破坏裂缝的几何轨迹分为三种类型,即完全中心拉伸破坏、拉伸-剪切破坏和完全剪切破坏(垫层平面滑动)。对于基底角为 30°、45° 和 60°的样品,储层温度的升高会促使拉伸破坏转变为剪切破坏。垫层平面与破坏裂纹生长的相互作用可概括为 IP 模式(相交扩展)、TP 模式(转向扩展)和 PP 模式(促进扩展)。通过使用 ABAQUS 中的热应力模拟、微观结构分析、裂纹相互作用条件和一维应力波传播理论,系统地讨论了各向异性动态拉伸强度响应。根据实验观察结果,提出了在中高加载率条件下深层页岩储层井眼稳定性和压裂的现场意义。这项工作有助于为实际的深层页岩气生产项目提供有价值的信息和技术帮助。
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引用次数: 0
Analytical solutions considering face advance and time-dependent behavior for back-analysis of convergence measurements in deep circular tunnels under isotropic initial stress state 在各向同性初始应力状态下,对深圆隧道内收敛测量进行反分析时,考虑面前进和随时间变化行为的分析解决方案
IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-08-20 DOI: 10.1016/j.ijrmms.2024.105866

A methodology is presented for the back-analysis of convergence measurements in deep tunnels to determine the constitutive parameters of the surrounding rock mass. Since increasing deformations and stresses with time are due to both the face advance and the time-dependent behavior of the ground, the two effects must be considered during the excavations. To that end, an analytical solution assuming an unlined circular tunnel excavated in a homogeneous isotropic ground under an initial isotropic stress field and assuming a fractional viscoelastic plastic behavior is developed. A second closed-form solution is also derived assuming an instantaneous excavation. Additionally, combining the developed analytical solution that takes into account the progressive face advance and an empirical approach, convergences are back-analyzed based on a least-squares optimization method to calibrate the constitutive parameters of the ground. The presented methodology aims to characterize the long-term behavior of tunnels and offers the advantage of being directly applicable during the excavation phase as soon as convergence measurements are available. Finally, the method is illustrated by two case studies related to the Fréjus road tunnel and the Saint-Martin-la-Porte access gallery (SMP2).

本文介绍了一种对深埋隧道中的会聚测量进行反分析的方法,以确定周围岩体的构成参数。由于随着时间的推移,变形和应力不断增加,这既是由于工作面的推进,也是由于地层随时间变化的行为,因此在开挖过程中必须考虑这两种影响。为此,我们开发了一种分析解决方案,假设在初始各向同性应力场下,在均质各向同性地层中开挖一条无衬砌圆形隧道,并假定存在部分粘弹性塑性行为。同时还推导出了第二种闭式解,即假设瞬时开挖。此外,结合已开发的考虑到工作面逐步推进的分析解决方案和经验方法,基于最小二乘优化方法对收敛性进行了反向分析,以校准地层的构成参数。所介绍的方法旨在描述隧道的长期行为,其优点是一旦获得收敛测量结果,就可在挖掘阶段直接使用。最后,该方法通过两个与弗雷瑞斯公路隧道和圣马丁拉波尔特通道(SMP2)相关的案例研究进行了说明。
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引用次数: 0
Drilling performance analysis of a polycrystalline diamond compact bit via finite element and experimental investigations 通过有限元和实验研究分析聚晶金刚石紧凑型钻头的钻探性能
IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-08-20 DOI: 10.1016/j.ijrmms.2024.105862

The significance of improving the drilling productivity and reducing the cost and non-productive time of drilling process, substantially relies on the efficiency of drilling performance. This paper provides a comprehensive understanding of drilling process, aiming to predict drilling performance and investigate drilling parameters using a validated finite element (FE) model. Experimental validation of the FE model was achieved through testing on a laboratory drilling rig, ensuring the accuracy and reliability of the numerical simulations. To accurately capture the nonlinear characteristics of bit-rock interaction, the Riedel–Hiermaier–Thoma model was adopted as a material model, and its parameters were identified through a series of carefully conducted experimental tests. The numerical results obtained from the FE rock failure model during the compressive and tensile tests demonstrated a robust correlation with the experimental data. The verified material model was then employed into another FE drilling model to simulate rock breaking in an actual drilling scenario. This analysis sheds light on the impact of drill-bit interaction with the rock formation, providing valuable insights into its behaviour during drilling operations. The FE drilling model was further utilised in a parametric study to predict the effects of critical drilling parameters, like loading rate and rotary speed, on the weight on the bit, torque on the bit, and rate of penetration. Both the FE drilling and experimental results provided a significant consistency when the drilling parameters were compared, and nonlinear dynamic phenomena, such as stick–slip and bit-bouncing, were observed. By investigating these effects, this study contributes to optimising drilling operations, enabling better control of premature vibrations and enhancing drilling efficiency.

提高钻井生产率、降低钻井过程的成本和非生产时间,在很大程度上取决于钻井性能的效率。本文全面介绍了钻井过程,旨在利用经过验证的有限元(FE)模型预测钻井性能并研究钻井参数。通过在实验室钻机上进行测试,对有限元模型进行了实验验证,确保了数值模拟的准确性和可靠性。为准确捕捉钻头与岩石相互作用的非线性特征,采用了 Riedel-Hiermaier-Thoma 模型作为材料模型,并通过一系列精心进行的实验测试确定了其参数。在压缩和拉伸试验过程中,FE 岩石破坏模型得出的数值结果与实验数据具有很强的相关性。经过验证的材料模型随后被应用到另一个 FE 钻井模型中,以模拟实际钻探情况下的岩石破碎。这项分析揭示了钻头与岩层相互作用的影响,为钻探作业期间的岩层行为提供了宝贵的见解。FE 钻探模型还被进一步用于参数研究,以预测加载率和旋转速度等关键钻探参数对钻头重量、钻头扭矩和穿透率的影响。在对钻进参数进行比较时,FE 钻进结果和实验结果具有明显的一致性,并观察到了粘滑和钻头弹跳等非线性动态现象。通过研究这些影响,本研究有助于优化钻井作业,更好地控制过早振动,提高钻井效率。
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引用次数: 0
Polyaxial failure criteria for in situ stress analysis using borehole breakouts: Review of existing methods and development of an empirical alternative 利用钻孔破裂进行原位应力分析的多轴向破坏标准:审查现有方法并开发经验替代方法
IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-08-20 DOI: 10.1016/j.ijrmms.2024.105864

Analysis of compressive wellbore failure, or breakouts, is one of the primary methods of constraining the maximum horizontal stress in deep boreholes. To estimate stress using the observation of breakouts, one needs to measure the breakout width from image logs and use a failure theory to predict the stress that led to the development of the measured breakout. Most commonly, Mohr–Coulomb failure criterion has been used which disregards the influence of intermediate stress on strength. Hence, various polyaxial criteria have been proposed to include this effect. Here, we first review some selected polyaxial criteria: Drucker–Prager, Mogi, Modified Wiebols–Cook, and Modified Lade, and we conclude that their application in breakout analysis may be cumbersome and often unreliable. One reason for these problems is that the criteria are defined using stress invariants, while the stress estimation is most easily performed and analyzed in the principal stress space. Therefore, an alternative is to define the polyaxial criterion as a simple relation between maximum and intermediate stresses. We propose to define such an empirical criterion as a second order polynomial which fits trends observed in polyaxial laboratory strength data. Such approach allows to limit strength overestimation, often associated with the use of previous polyaxial criteria, and to easily relate uncertainties in strength estimation to uncertainty in maximum horizontal stress prediction.

分析压缩性井筒失效或破裂是限制深井眼最大水平应力的主要方法之一。要通过观察破裂来估算应力,需要根据图像测井仪测量破裂宽度,并使用失效理论来预测导致测量破裂的应力。最常用的是莫尔-库仑失效准则,它忽略了中间应力对强度的影响。因此,人们提出了各种多轴判据,以纳入这种影响。在此,我们首先回顾一些选定的多轴准则:我们得出的结论是,在断裂分析中应用这些准则可能很麻烦,而且往往不可靠。造成这些问题的原因之一是,这些标准是使用应力不变式定义的,而应力估计最容易在主应力空间中进行和分析。因此,另一种方法是将多轴标准定义为最大应力和中间应力之间的简单关系。我们建议将这种经验准则定义为二阶多项式,它符合多轴实验室强度数据中观察到的趋势。这种方法可以限制强度过高估计,而强度过高估计通常与使用以前的多轴标准有关,并且可以轻松地将强度估算的不确定性与最大水平应力预测的不确定性联系起来。
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引用次数: 0
A 3D coupled numerical simulation of energised fracturing with CO2: Impact of CO2 phase on fracturing process 二氧化碳通电压裂三维耦合数值模拟:二氧化碳相位对压裂过程的影响
IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-08-19 DOI: 10.1016/j.ijrmms.2024.105863

Engineered fractures play a critical role in enhancing energy extraction efficiency. In this study, energised fracturing with CO2, as an alternative approach to conventional water-based hydraulic fracturing, is investigated via numerical simulations. We validated the CO2 finite element-based fracturing model against analytical as well as CO2-fracturing laboratory experiments, then utilised the model to investigate the effects of pressure-temperature dependent properties of CO2 on energised fracturing process. To account for the temperatures expected in a real field, four cases with injection temperatures of CO2 varying between 250 K and 350K, under both isothermal and adiabatic conditions have been considered. In the adiabatic conditions, the temperature variation during compression of CO2 is captured using the Joule-Thompson coefficient, assuming no thermal exchange between the CO2 and the surrounding medium. The results highlight the significant influence of CO2 phase on the fracturing process, during the pressurisation stage, as well as post-breakdown, the speed of fracture growth after the breakdown and subsequent depressurisation and associated cooling of CO2. In the designed cases, the phase-change from gas to liquid or supercritical occurs during the pressurisation and prior to breakdown, while the phase remains unchanged post breakdown and during fracture propagation. Liquid CO2 presents a fast-pressurising process while gaseous CO2 undergoes a lengthy compression stage. Supercritical CO2 is the best performing as the pressurisation is not too lengthy, while the instantaneous post breakdown fracturing is significant. Results show that higher temperature of supercritical CO2 is causing larger instantaneous fracture propagation as it has lower viscosity for the given in situ stresses (>10 MPa).

工程压裂在提高能源开采效率方面发挥着至关重要的作用。在本研究中,我们通过数值模拟研究了二氧化碳致能压裂,作为传统水基水力压裂的替代方法。我们根据分析和二氧化碳压裂实验室实验验证了基于二氧化碳有限元的压裂模型,然后利用该模型研究了二氧化碳的压力-温度相关特性对能量压裂过程的影响。为了考虑实际油田中的预期温度,在等温和绝热条件下,考虑了四种二氧化碳注入温度在 250 K 到 350 K 之间的情况。在绝热条件下,使用焦耳-汤普森系数捕捉二氧化碳压缩过程中的温度变化,假设二氧化碳与周围介质之间没有热交换。结果凸显了二氧化碳相位对压裂过程的重要影响,包括加压阶段、破裂后、破裂后裂缝生长速度以及随后的减压和相关的二氧化碳冷却。在设计案例中,从气体到液体或超临界的相变发生在加压期间和破裂之前,而破裂后和裂缝扩展期间的相位保持不变。液态二氧化碳的加压过程较快,而气态二氧化碳的压缩过程较长。超临界二氧化碳的性能最好,因为加压时间不会太长,而破裂后的瞬时断裂却很明显。结果表明,超临界二氧化碳的温度越高,瞬时破裂扩展越大,因为在给定的现场应力(10 兆帕)下,超临界二氧化碳的粘度较低。
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引用次数: 0
Experimental study of poromechanical behavior of Callovo-Oxfordian claystone in undrained triaxial compression and extension tests 在不排水三轴压缩和延伸试验中对卡勒沃-牛筋粘土岩的孔力学行为的试验研究
IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-08-19 DOI: 10.1016/j.ijrmms.2024.105865

The Callovo-Oxfordian (COx) claystone is selected as the host rock in the French project for geological disposal of radioactive waste. In its initial state, the host rock is fully saturated. Due to the low permeability, the pore fluid pressure can locally evolve in a quasi undrained condition due to subsequent mechanical and thermal loading, and then significantly affects deformation and cracking process of geological barrier. Most previous studies were carried out in quasi drained conditions or with constant pore pressure. Poromechanical behavior of COx claystone in undrained condition has been so far rarely investigated. In the present work, we carry out a new series of laboratory tests. Two representative loading paths are considered: triaxial compression with constant confining pressure and triaxial extension with constant mean stress. The variations of strain and pore pressure are measured during the tests. It is found that the poromechanical behavior of the claystone is clearly affected by loading path. The failure strength is higher in triaxial compression than in extension. The evolution of pore fluid pressure is correlated with volumetric strain. Compared with the results obtained in drained tests, it seems that the Terzaghi effective stress can be used for the description of pore fluid pressure effect on failure strength.

在法国的放射性废物地质处置项目中,Callovo-Oxfordian(COx)粘土岩被选为主岩。在初始状态下,主岩是完全饱和的。由于渗透率较低,在随后的机械和热负荷作用下,孔隙流体压力会在局部形成准排水状态,进而对地质屏障的变形和开裂过程产生重大影响。以往的研究大多是在准排水条件或恒定孔隙压力下进行的。迄今为止,对未排水条件下 COx 粘土岩的孔力学行为研究很少。在本研究中,我们进行了一系列新的实验室测试。试验考虑了两种具有代表性的加载路径:具有恒定约束压力的三轴压缩和具有恒定平均应力的三轴延伸。试验期间测量了应变和孔隙压力的变化。结果发现,粘土岩的孔隙力学行为明显受到加载路径的影响。三轴压缩时的破坏强度高于延伸时的破坏强度。孔隙流体压力的变化与体积应变相关。与排水试验的结果相比,特扎吉有效应力似乎可用于描述孔隙流体压力对破坏强度的影响。
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引用次数: 0
Experimental study on dilatancy behavior of soft rock under dynamic loading 软岩在动态荷载作用下的膨胀行为实验研究
IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-08-16 DOI: 10.1016/j.ijrmms.2024.105867

Correct understanding of rock dilatation plays a non-negligible role in the safety of rock engineering and the efficiency of geological resources extraction. Although the significance of dilatation under quasi-static loading or unloading conditions is well-studied, its behavior under dynamic loads remains poorly understood. This is largely because conventional dynamic testing system fails to capture the volumetric strain evolution of rock under confinement. This study develops a transparent confining chamber in SHPB system with which high-speed 3D-DIC is capable of measuring both axial and circumferential strain history of dynamically compressed rock. The progressive failure stages and volumetric change of red sandstone under confining pressure of 3.5 MPa and strain rates of 129∼292 s−1 were studied and compared with those in quasi-static case. Results show that, the normalized stress thresholds of crack initiation and dilatancy in dynamic cases are much smaller than those in the quasi-static one. The volumetric variation of soft rock is characterized by four distinct stages: elastic contraction, pre-peak dilatancy, strain-softening dilatancy and strain-recovery dilatancy. The pre-peak elastic contraction is negligible compared to the post-peak dilation, and the ultimate dilation observed in dynamic compression is significantly greater than that in quasi-static compression. Increasing strain rate delays the onset of dilatancy, decreases the dilatant rate but remarkably extends the strain-softening dilatant process which is dominant in total dilation. A rate-dependent piecewise model incorporating key strain thresholds and a dilatancy rate factor was established to characterize the dynamic dilatancy behavior. The research results provide a new insight and possible method in dilation prediction for underground engineering subjected to dynamic loading.

正确理解岩石膨胀对岩石工程的安全和地质资源开采的效率有着不可忽视的作用。尽管对准静态加载或卸载条件下岩石膨胀的重要性已有深入研究,但对其在动态载荷下的行为仍然知之甚少。这主要是因为传统的动态测试系统无法捕捉岩石在约束下的体积应变演变。本研究在 SHPB 系统中开发了一种透明约束室,利用高速 3D-DIC 能够测量动态压缩岩石的轴向和周向应变历史。研究了红砂岩在 3.5 MPa 的约束压力和 129∼292 s-1 的应变速率下的渐进破坏阶段和体积变化,并与准静态情况进行了比较。结果表明,动态情况下裂缝萌生和扩张的归一化应力阈值远小于准静态情况下的阈值。软岩的体积变化有四个不同阶段:弹性收缩、峰前扩张、应变软化扩张和应变恢复扩张。前峰值弹性收缩与后峰值扩张相比可以忽略不计,而在动态压缩中观察到的最终扩张明显大于准静态压缩。应变速率的增加会延迟扩张的开始,降低扩张速率,但会显著延长应变软化扩张过程,而这一过程在总扩张中占主导地位。研究人员建立了一个与速率相关的片断模型,其中包含关键应变阈值和膨胀率因子,用于描述动态膨胀行为。研究成果为地下工程在动态荷载作用下的扩张预测提供了新的见解和可行的方法。
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引用次数: 0
Long-term deformation of rock salt under creep–fatigue stress loading paths: Modeling and prediction 岩盐在蠕变疲劳应力加载路径下的长期变形:建模与预测
IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-08-15 DOI: 10.1016/j.ijrmms.2024.105861

Rock salt, due to its water solubility, low permeability, high plasticity, and damage self-healing ability, is one of the best candidate rock types for underground energy storage. Utilizing salt caves to construct compressed air energy storage (CAES) facilities can effectively enhance the utilization of renewable energy. Due to the need for peak shaving, the surrounding rock of the salt cavern will undergo discontinuous cyclic loading with varying gas injection rates and pressures, namely, alternating creep–fatigue loading. Considering the actual peak-shaving cycle of a CAES plant, long-term creep–fatigue tests of rock salt with different loading cycles and stress levels were conducted. The results indicate that in long-term creep–fatigue tests for rock salt, the lower the loading stress rate is, the greater the deformation of the rock salt. The variation in the stress limit has a greater effect on creep than on fatigue loading and unloading. The deformation rate of rock salt is influenced by alterations in the stress state. Based on the test results, according to the Norton creep model, a new creep–fatigue constitutive model for rock salt was established by defining a state variable that characterizes the level of rock hardening and introducing unloading as well as crack factors. This model can accurately describe the impact of historical loading and unloading processes on the viscoplastic mechanical characteristics of rock salt. The rock salt creep–fatigue test results were used to verify the constitutive model. A comparison of the fitting curve of the different stress loading paths with the test curve reveals good consistency, indicating that the model comprehensively considers the effects of time, load, and state on rock salt creep–fatigue, effectively describing the viscoplastic deformation characteristics of rock salt under different stress paths. These research findings provide important guidance for ensuring the stability of salt caverns used for CAES.

岩盐具有水溶性、低渗透性、高塑性和损伤自愈能力,是地下储能的最佳候选岩石类型之一。利用盐穴建造压缩空气储能(CAES)设施可以有效提高可再生能源的利用率。由于调峰的需要,盐洞围岩将承受不同注气速率和压力的不连续循环载荷,即蠕变-疲劳交变载荷。考虑到 CAES 电站的实际削峰周期,对岩盐进行了不同加载周期和应力水平的长期蠕变疲劳试验。结果表明,在岩盐的长期蠕变疲劳试验中,加载应力速率越低,岩盐的变形越大。应力极限的变化对蠕变的影响大于对疲劳加载和卸载的影响。岩盐的变形率受应力状态变化的影响。根据试验结果,按照诺顿蠕变模型,通过定义表征岩石硬化程度的状态变量,引入卸载和裂缝因子,建立了新的岩盐蠕变-疲劳构成模型。该模型可准确描述历史加载和卸载过程对岩盐粘塑力学特性的影响。岩盐蠕变-疲劳试验结果用于验证构成模型。通过比较不同应力加载路径的拟合曲线与试验曲线,发现两者具有良好的一致性,表明该模型综合考虑了时间、载荷和状态对岩盐蠕变疲劳的影响,有效地描述了岩盐在不同应力路径下的粘塑性变形特征。这些研究成果为确保 CAES 用盐洞的稳定性提供了重要指导。
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引用次数: 0
Modeling spatial variability of mechanical parameters of layered rock masses and its application in slope optimization at the open-pit mine 层状岩体力学参数的空间变化建模及其在露天矿边坡优化中的应用
IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-08-15 DOI: 10.1016/j.ijrmms.2024.105859

Mining engineering with layered structures often obtains extensive geological data to ensure reliability of mining operations. Effectively utilizing these data to characterize the spatial distribution of mechanical parameters in layered rock mass is crucial for slope stability analysis. This study focuses on the Heishan open-pit mine as a case study, leveraging the distinctive characteristics of mining engineering geological data. A three-dimensional fracture network was then generated based on the distribution of fractures in the rocks, and the representative elementary volume of the rock mass was determined by calculating the volumetric joint count (Jv). Statistical characteristics of various geological data are analyzed, and a geological statistical method combining the Kriging method and inverse distance power method is applied to establish a spatial distribution block model for geological strength index (GSI) and rock mechanical properties. Subsequently, a spatial variability model of the mechanical parameters of the layered rock mass was generated based on the Hoek–Brown criterion. Furthermore, the heterogeneous mechanical model is implemented in numerical software for stability analysis and slope angle optimization. The findings indicate that each engineering zone of layered slopes exhibits unique mechanical parameters while demonstrating significant layered distribution patterns at a macro level. Considering spatial variability, the mechanical model significantly impacts slope stability and slope angle optimization outcomes. Our research methodology facilitates accurate quantification of the heterogeneity of mechanical parameters in layered slopes without incurring excessive additional survey costs, enabling more rational explanations of slope landslides and the provision of suitable slope angle optimization designs.

具有层状结构的采矿工程通常需要获取大量地质数据,以确保采矿作业的可靠性。有效利用这些数据来描述层状岩体力学参数的空间分布,对于边坡稳定性分析至关重要。本研究以黑山露天矿为案例,充分利用采矿工程地质数据的显著特征。根据岩石中裂隙的分布生成三维裂隙网络,并通过计算体积节理数()确定岩体的代表性基本体积。分析了各种地质数据的统计特征,并应用克里金法和反距离幂法相结合的地质统计方法,建立了地质强度指数(GSI)和岩石力学性能的空间分布块模型。随后,根据 Hoek-Brown 准则生成了层状岩体力学参数的空间变异模型。此外,该异质力学模型还被应用到数值软件中,用于稳定性分析和边坡角度优化。研究结果表明,层状斜坡的每个工程区都表现出独特的力学参数,同时在宏观上表现出明显的层状分布模式。考虑到空间可变性,力学模型对边坡稳定性和边坡角度优化结果有显著影响。我们的研究方法有助于准确量化分层边坡力学参数的异质性,而无需额外花费过多的勘测费用,从而能够更合理地解释边坡滑坡并提供合适的边坡角度优化设计。
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International Journal of Rock Mechanics and Mining Sciences
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