Journal of Rock Mechanics and Geotechnical Engineering

Papers
(The TQCC of Journal of Rock Mechanics and Geotechnical Engineering is 11. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2020-11-01 to 2024-11-01.)
ArticleCitations
A review of experimental and theoretical research on the deformation and failure behavior of rocks subjected to cyclic loading188
Innovation and future of mining rock mechanics158
Improved prediction of slope stability using a hybrid stacking ensemble method based on finite element analysis and field data148
Slope stability prediction using ensemble learning techniques: A case study in Yunyang County, Chongqing, China138
Rock brittleness indices and their applications to different fields of rock engineering: A review119
Real-time prediction of rock mass classification based on TBM operation big data and stacking technique of ensemble learning116
Application of artificial intelligence to rock mechanics: An overview112
Stabilization of expansive soils using chemical additives: A review102
A review of rockburst: Experiments, theories, and simulations101
Clayey soil stabilization using alkali-activated volcanic ash and slag99
Landslide susceptibility prediction using slope unit-based machine learning models considering the heterogeneity of conditioning factors88
Prediction of blasting mean fragment size using support vector regression combined with five optimization algorithms83
Excavation-induced deep hard rock fracturing: Methodology and applications82
Mechanical behaviors of coal measures and ground control technologies for China's deep coal mines – A review80
A state-of-the-art review of automated extraction of rock mass discontinuity characteristics using three-dimensional surface models79
Prediction of rockhead using a hybrid N-XGBoost machine learning framework79
Comparison of machine learning methods for ground settlement prediction with different tunneling datasets77
Experimental investigations on effects of gas pressure on mechanical behaviors and failure characteristic of coals70
Application of microbially induced carbonate precipitation to form bio-cemented artificial sandstone69
Analytical computation of support characteristic curve for circumferential yielding lining in tunnel design68
Investigation of feature contribution to shield tunneling-induced settlement using Shapley additive explanations method68
Prediction of geological characteristics from shield operational parameters by integrating grid search and K-fold cross validation into stacking classification algorithm67
Predicting roof displacement of roadways in underground coal mines using adaptive neuro-fuzzy inference system optimized by various physics-based optimization algorithms65
Face stability of shield tunnels considering a kinematically admissible velocity field of soil arching63
Rock-like behavior of biocemented sand treated under non-sterile environment and various treatment conditions62
Principles and methods of rock support for rockburst control61
Real-time rock mass condition prediction with TBM tunneling big data using a novel rock–machine mutual feedback perception method59
Experimental study on mitigating wind erosion of calcareous desert sand using spray method for microbially induced calcium carbonate precipitation58
Numerical modeling for rockbursts: A state-of-the-art review58
Effects of dry-wet cycles on three-dimensional pore structure and permeability characteristics of granite residual soil using X-ray micro computed tomography57
Tunnel boring machine vibration-based deep learning for the ground identification of working faces54
Plasticity role in strength behavior of cement-phosphogypsum stabilized soils53
Strength properties of xanthan gum and guar gum treated kaolin at different water contents52
Rock damage and fracturing induced by high static stress and slightly dynamic disturbance with acoustic emission and digital image correlation techniques51
An analytical solution of equivalent elastic modulus considering confining stress and its variables sensitivity analysis for fractured rock masses51
Use of recycled gypsum in the cement-based stabilization of very soft clays and its micro-mechanism50
Artificial neural network optimized by differential evolution for predicting diameters of jet grouted columns49
Editorial for Advances and applications of deep learning and soft computing in geotechnical underground engineering49
Deep learning-based evaluation of factor of safety with confidence interval for tunnel deformation in spatially variable soil49
Experiments on rockburst proneness of pre-heated granite at different temperatures: Insights from energy storage, dissipation and surplus48
Analytical algorithm for longitudinal deformation profile of a deep tunnel48
Prediction of flyrock distance induced by mine blasting using a novel Harris Hawks optimization-based multi-layer perceptron neural network48
Influence of grain size on strength of polymineralic crystalline rock: New insights from DEM grain-based modeling47
A review of methods, applications and limitations for incorporating fluid flow in the discrete element method47
Machine learning-based automatic control of tunneling posture of shield machine47
Particle breakage evolution of coral sand using triaxial compression tests47
A novel true triaxial test system for microwave-induced fracturing of hard rocks47
A fracture model for assessing tensile mode crack growth resistance of rocks46
Prediction of flyrock induced by mine blasting using a novel kernel-based extreme learning machine44
Inconsistency of changes in uniaxial compressive strength and P-wave velocity of sandstone after temperature treatments44
Multivariate adaptive regression splines analysis for 3D slope stability in anisotropic and heterogenous clay43
Use of machine learning algorithms to assess the state of rockburst hazard in underground coal mine openings43
Uncertainties of landslide susceptibility prediction considering different landslide types43
Experimental studies on the pore structure and mechanical properties of anhydrite rock under freeze-thaw cycles43
Dynamic fragmentation of microwave irradiated rock42
Coupling effect of pond ash and polypropylene fiber on strength and durability of expansive soil subgrades: An integrated experimental and machine learning approach42
Mutual impact of true triaxial stress, borehole orientation and bedding inclination on laboratory hydraulic fracturing of Lushan shale42
Prediction of compaction parameters for fine-grained soil: Critical comparison of the deep learning and standalone models41
Effects of oil contamination and bioremediation on geotechnical properties of highly plastic clayey soil40
Hybrid ensemble soft computing approach for predicting penetration rate of tunnel boring machine in a rock environment40
Estimation of the three-dimensional in situ stress field around a large deep underground cavern group near a valley39
Theoretical verification of the rationality of strain energy storage index as rockburst criterion based on linear energy storage law39
Mechanical behaviours of sandstone containing intersecting fissures under uniaxial compression38
A post-peak dilatancy model for soft rock and its application in deep tunnel excavation38
An investigation into the effects of lime on compressive and shear strength characteristics of fiber-reinforced clays37
Machine learning and data-driven prediction of pore pressure from geophysical logs: A case study for the Mangahewa gas field, New Zealand37
Modification of nanoparticles for the strength enhancing of cement-stabilized dredged sludge36
Unconfined compressive strength of MICP and EICP treated sands subjected to cycles of wetting-drying, freezing-thawing and elevated temperature: Experimental and EPR modelling36
Spatial distribution modeling of subsurface bedrock using a developed automated intelligence deep learning procedure: A case study in Sweden35
A state-of-the-art review of mechanical characteristics and cracking processes of pre-cracked rocks under quasi-static compression35
Dolomite fracture modeling using the Johnson-Holmquist concrete material model: Parameter determination and validation35
Effectiveness of predicting tunneling-induced ground settlements using machine learning methods with small datasets35
High-efficiency stabilization of dredged sediment using nano-modified and chemical-activated binary cement35
Auto machine learning-based modelling and prediction of excavation-induced tunnel displacement34
Effect of shear-induced contact area and aperture variations on nonlinear flow behaviors in fractal rock fractures34
Prediction of mode I fracture toughness of rock using linear multiple regression and gene expression programming34
Quantitative description of infrared radiation characteristics of preflawed sandstone during fracturing process34
An evolutionary adaptive neuro-fuzzy inference system for estimating field penetration index of tunnel boring machine in rock mass34
Experimental investigation on the effects of microwave irradiation on kimberlite and granite rocks34
Thermal effects on fracture toughness of cracked straight-through Brazilian disk green sandstone and granite33
Searching for critical slip surfaces of slopes using stress fields by numerical manifold method33
Novel integration of extreme learning machine and improved Harris hawks optimization with particle swarm optimization-based mutation for predicting soil consolidation parameter33
Influence of soil density on gas permeability and water retention in soils amended with in-house produced biochar33
Thermal effects on prediction accuracy of dense granite mechanical behaviors using modified maximum tangential stress criterion33
Advances in statistical mechanics of rock masses and its engineering applications33
Analysis of ground surface settlement in anisotropic clays using extreme gradient boosting and random forest regression models33
A waveform modification method for testing dynamic properties of rock under high temperature32
Physics-informed deep learning for one-dimensional consolidation32
Investigation on microstructure evolution of clayey soils: A review focusing on wetting/drying process32
Classification of clustered microseismic events in a coal mine using machine learning32
An undrained expansion solution of cylindrical cavity in SANICLAY for K0-consolidated clays32
Predicting and validating the load-settlement behavior of large-scale geosynthetic-reinforced soil abutments using hybrid intelligent modeling31
Experimental and numerical investigation on the mechanical responses and cracking mechanism of 3D confined single-flawed rocks under dynamic loading31
Experimental study on repeatedly loaded foundation soil strengthened by wraparound geosynthetic reinforcement technique31
Application of machine learning in predicting the rate-dependent compressive strength of rocks31
Groundwater flow through fractured rocks and seepage control in geotechnical engineering: Theories and practices30
Geotechnical particle finite element method for modeling of soil-structure interaction under large deformation conditions30
Data-driven estimation of joint roughness coefficient30
A real-time prediction method for tunnel boring machine cutter-head torque using bidirectional long short-term memory networks optimized by multi-algorithm30
Effect of fatigue loading-confining stress unloading rate on marble mechanical behaviors: An insight into fracture evolution analyses30
Salinity effect on the compaction behaviour, matric suction, stiffness and microstructure of a silty soil30
Coupled thermo-hydro-mechanical modeling of frost heave and water migration during artificial freezing of soils for mineshaft sinking30
Deformation-based support design for highly stressed ground with a focus on rockburst damage mitigation29
A simplified three-dimensional extension of Hoek-Brown strength criterion29
Advances in joint roughness coefficient (JRC) and its engineering applications29
Consolidation of partially saturated ground improved by impervious column inclusion: Governing equations and semi-analytical solutions29
Deep learning-based key-block classification framework for discontinuous rock slopes29
Convective heat transfer of water flow in intersected rock fractures for enhanced geothermal extraction28
Applicability of discrete element method with spherical and clumped particles for constitutive study of granular materials28
Variation in hydraulic conductivity of fractured rocks at a dam foundation during operation28
Rockhead profile simulation using an improved generation method of conditional random field27
Consolidation of soft clay foundation improved by geosynthetic-reinforced granular columns: Numerical evaluation27
Assessing the deformation response of double-track overlapped tunnels using numerical simulation and field monitoring27
Real-time analysis and prediction of shield cutterhead torque using optimized gated recurrent unit neural network27
Effect of the in situ leaching solution of ion-absorbed rare earth on the mechanical behavior of basement rock27
Fracture of two three-dimensional parallel internal cracks in brittle solid under ultrasonic fracturing27
Mechanical performances and microstructural characteristics of reactive MgO-carbonated silt subjected to freezing-thawing cycles26
The role of soil in structure response of a building damaged by the 26 December 2018 earthquake in Italy26
Enhancing mechanical behavior of micaceous soil with jute fibers and lime additives26
Implications for identification of principal stress directions from acoustic emission characteristics of granite under biaxial compression experiments26
Experimental study on the shear performance of quasi-NPR steel bolted rock joints25
Fiber optic monitoring of an anti-slide pile in a retrogressive landslide25
Face stability analysis of circular tunnels in layered rock masses using the upper bound theorem25
Rate-dependent mechanical behavior of jointed rock with an impersistent joint under different infill conditions25
Numerical simulations of supercritical carbon dioxide fracturing: A review25
Influence of anisotropic stress path and stress history on stiffness of calcareous sands from Western Australia and the Philippines25
Characterization of meso-scale mechanical properties of Longmaxi shale using grid microindentation experiments24
Various admixtures to mitigate the long-term strength retrogression of Portland cement cured under high pressure and high temperature conditions24
Geostructures, dynamics and risk mitigation of high-altitude and long-runout rockslides24
Mechanical behaviour of medium-grained sandstones exposed to differential cyclic loading with distinct loading and unloading rates24
Optimizing micaceous soil stabilization using response surface method24
Effect of natural and synthetic fibers reinforcement on California bearing ratio and tensile strength of clay24
A model of unfrozen water content in rock during freezing and thawing with experimental validation by nuclear magnetic resonance24
Micro-annulus generation under downhole conditions: Insights from three-dimensional staged finite element analysis of cement hardening and wellbore operations24
A nonlinear creep model for surrounding rocks of tunnels based on kinetic energy theorem24
A lattice Boltzmann exploration of two-phase displacement in 2D porous media under various pressure boundary conditions24
Estimation of fracture size and azimuth in the universal elliptical disc model based on trace information23
Characteristics and dynamic analysis of the February 2021 long-runout disaster chain triggered by massive rock and ice avalanche at Chamoli, Indian Himalaya23
Hysteresis in the ultrasonic parameters of saturated sandstone during freezing and thawing and correlations with unfrozen water content23
A fiber Bragg grating based earth and water pressures transducer with three-dimensional fused deposition modeling for soil mass23
Insights into some large-scale landslides in southeastern margin of Qinghai-Tibet Plateau23
Predicting triaxial compressive strength of high-temperature treated rock using machine learning techniques23
Intermittent swelling and shrinkage of a highly expansive soil treated with polyacrylamide23
Stability analysis of surrounding rock mass in underground powerhouse considering damage effect of microfractures22
Physical model simulation of rock-support interaction for the tunnel in squeezing ground22
Experimental study on seismic response and progressive failure characteristics of bedding rock slopes22
Coupled thermo-mechanical constitutive damage model for sandstone21
Surface characteristics analysis of fractures induced by supercritical CO2 and water through three-dimensional scanning and scanning electron micrography21
A grouting simulation method for quick-setting slurry in karst conduit: The sequential flow and solidification method21
Frictional behavior of planar and rough granite fractures subjected to normal load oscillations of different amplitudes21
Smart prediction of liquefaction-induced lateral spreading21
Calibration of coupled hydro-mechanical properties of grain-based model for simulating fracture process and associated pore pressure evolution in excavation damage zone around deep tunnels21
Challenges associated with numerical back analysis in rock mechanics21
Predicting uniaxial compressive strength of serpentinites through physical, dynamic and mechanical properties using neural networks21
Automatic identification of rock discontinuity and stability analysis of tunnel rock blocks using terrestrial laser scanning21
Improved prediction of shear wave velocity for clastic sedimentary rocks using hybrid model with core data20
Microseismic monitoring and forecasting of dynamic disasters in underground hydropower projects in southwest China: A review20
Effect of the mineral spatial distribution heterogeneity on the tensile strength of granite: Insights from PFC3D-GBM numerical analysis20
Comparative analysis of deformation and failure mechanisms of underground powerhouses on the left and right banks of Baihetan hydropower station20
Effects of variations of voltage and pH value on the shear strength of soil and durability of different electrodes and piles during electrokinetic phenomenon20
Spalling failure of deep hard rock caverns20
Effect of rock mechanical properties on electromagnetic radiation mechanism of rock fracturing20
Deep learning of rock microscopic images for intelligent lithology identification: Neural network comparison and selection20
Editorial for Internet of Things (IoT) and Artificial Intelligence (AI) in geotechnical engineering20
Compressibility characteristics of bio-cemented calcareous sand treated through the bio-stimulation approach20
Analysis of the damage mechanism of strainbursts by a global-local modeling approach20
Soil–atmosphere interaction in earth structures20
Rockburst process and strength-weakening effect of the high-stress circular tunnel under internal unloading20
Nonlinear fluid flow through three-dimensional rough fracture networks: Insights from 3D-printing, CT-scanning, and high-resolution numerical simulations19
A machine learning model to predict unconfined compressive strength of alkali-activated slag-based cemented paste backfill19
Influence of blasting load directions on tunnel stability in fractured rock mass19
Field implementation of enzyme-induced carbonate precipitation technology for reinforcing a bedding layer beneath an underground cable duct19
Development of mathematically motivated hybrid soft computing models for improved predictions of ultimate bearing capacity of shallow foundations19
Laboratory investigation into effect of bolt profiles on shear behaviors of bolt-grout interface under constant normal stiffness (CNS) conditions19
Crack dynamic propagation properties and arrest mechanism under impact loading19
Axial response and material efficiency of tapered helical piles19
Geomechanical model test for analysis of surrounding rock behaviours in composite strata19
An intelligent procedure for updating deformation prediction of braced excavation in clay using gated recurrent unit neural networks18
Tensile and tear-type fracture toughness of gypsum material: Direct and indirect testing methods18
Case study of a driven pile foundation in diatomaceous soil. I: Site characterization and engineering properties18
Development and application of an interface constitutive model for fully grouted rock-bolts and cable-bolts18
Experimental study on the deformation and failure mechanism of overburden rock during coal mining using a comprehensive intelligent sensing method18
Interpretable deep learning for roof fall hazard detection in underground mines18
Spatial distribution and failure mechanism of water-induced landslides in the reservoir areas of Southwest China18
Thermo-hydro-poro-mechanical responses of a reservoir-induced landslide tracked by high-resolution fiber optic sensing nerves18
Analysis of rockburst mechanism and warning based on microseismic moment tensors and dynamic Bayesian networks18
Experimental investigation on the invert stability of operating railway tunnels with different drainage systems using 3D printing technology18
Experimental study on uplift mechanism of pipeline buried in sand using high-resolution fiber optic strain sensing nerves18
Micro-macro evolution of mechanical behaviors of thermally damaged rock: A state-of-the-art review18
Real-time prediction of mechanical behaviors of underwater shield tunnel structure using machine learning method based on structural health monitoring data17
Failure transition of shear-to-dilation band of rock salt under triaxial stresses17
Shear behavior of intact granite under thermo-mechanical coupling and three-dimensional morphology of shear-formed fractures17
Characterization of 3D pore nanostructure and stress-dependent permeability of organic-rich shales in northern Guizhou Depression, China17
Structural, volumetric and water retention behaviors of a compacted clay upon saline intrusion and freeze-thaw cycles17
A true triaxial strength criterion for rocks by gene expression programming17
Shear sliding of rough-walled fracture surfaces under unloading normal stress17
A generic framework for geotechnical subsurface modeling with machine learning17
Centrifuge model tests on pile-reinforced slopes subjected to drawdown17
Optimization of inter-helix spacing for helical piles in sand17
A TPDP-MPM-based approach to understanding the evolution mechanism of landslide-induced disaster chain17
Analytical modeling of complex contact behavior between rock mass and lining structure17
A novel image-based approach for interactive characterization of rock fracture spacing in a tunnel face17
Hydraulic and volume change behaviors of compacted highly expansive soil under cyclic wetting and drying16
A geometrically and locally adaptive remeshing method for finite difference modeling of mining-induced surface subsidence16
Significance of compaction time delay on compaction and strength characteristics of sulfate resistant cement-treated expansive soil16
A testing system to understand rock fracturing processes induced by different dynamic disturbances under true triaxial compression16
A multifunctional rock testing system for rock failure analysis under different stress states: Development and application16
A novel approach to structural anisotropy classification for jointed rock masses using theoretical rock quality designation formulation adjusted to joint spacing16
Lateral earth pressure of granular backfills on retaining walls with expanded polystyrene geofoam inclusions under limited surcharge loading16
Permeability evaluation for artificial single rock fracture according to geometric aperture variation using electrical resistivity16
Rock mass response for lined rock caverns subjected to high internal gas pressure16
Adaptive sampling strategy for characterizing spatial distribution of soil liquefaction potential using cone penetration test15
Finite element analysis of slope stability by expanding the mobilized principal stress Mohr's circles – Development, encoding and validation15
Analysis of ground deformation development and settlement prediction by air-boosted vacuum preloading15
On the critical particle size of soil with clogging potential in shield tunneling15
Strength and dilatancy behaviors of deep sands in Shanghai with a focus on grain size and shape effect15
Modeling unsaturated flow in fractured rocks with scaling relationships between hydraulic parameters15
Performance analysis of empirical models for predicting rock mass deformation modulus using regression and Bayesian methods15
Evaluating rock mass disturbance within open-pit excavations using seismic methods: A case study from the Hinkley Point C nuclear power station15
Bayesian machine learning-based method for prediction of slope failure time15
Uncertainties of landslide susceptibility prediction: Influences of random errors in landslide conditioning factors and errors reduction by low pass filter method15
Laboratory-scale investigation of response characteristics of liquid-filled rock joints with different joint inclinations under dynamic loading15
Investigations of the effects of particle morphology on granular material behaviors using a multi-sphere approach15
Responses of calcareous sand foundations to variations of groundwater table and applied loads15
Size effects on the tensile strength and fracture toughness of granitic rock in different tests15
Shock-induced fracture of dolomite rock in small-scale blast tests15
Random failure mechanism method for assessment of working platform bearing capacity with a linear trend in undrained shear strength14
Mechanical performances of shield tunnel segments under asymmetric unloading induced by pit excavation14
Dynamic behaviors of water-saturated and frozen sandstone subjected to freeze-thaw cycles14
Air tightness of compressed air storage energy caverns with polymer sealing layer subjected to various air pressures14
The use of the node-based smoothed finite element method to estimate static and seismic bearing capacities of shallow strip footings14
Forward prediction for tunnel geology and classification of surrounding rock based on seismic wave velocity layered tomography14
The geomechanical properties of soils treated with nanosilica particles13
Excavation of underground research laboratory ramp in granite using tunnel boring machine: Feasibility study13
Geotechnical investigation of low-plasticity organic soil treated with nano-calcium carbonate13
Sliding modes of fault activation under constant normal stiffness conditions13
Numerical analysis of anisotropic stiffness and strength for geomaterials13
Influence of bedding structure on stress-induced elastic wave anisotropy in tight sandstones13
Experimental study of the shrinkage behavior of cemented paste backfill13
Comparison of undrained behaviors of granular media using fluid-coupled discrete element method and constant volume method13
A two-dimensional limit equilibrium computer code for analysis of complex toppling slope failures13
Swelling ability and behaviour of bentonite-based materials for deep repository engineered barrier systems: Influence of physical, chemical and thermal factors13
Fabric changes induced by super-absorbent polymer on cement–lime stabilized excavated clayey soil13
In situ strength profiles along two adjacent vertical drillholes from digitalization of hydraulic rotary drilling13
Improved uranium leaching efficiency from low-permeability sandstone using low-frequency vibration in the CO2+O2 leaching process13
Norwegian oil and gas storage in rock caverns – Technology based on experience from hydropower development13
Effects of pre-existing cracks and infillings on strength of natural rocks – Cases of sandstone, argillite and basalt13
Engineering and microstructure properties of contaminated marine sediments solidified by high content of incinerated sewage sludge ash13
Case study of a driven pile foundation in diatomaceous soil. II: Pile installation, dynamic analysis, and pore pressure generation13
Ground movement induced by triple stacked tunneling with different construction sequences13
0.049950838088989