Journal of Rock Mechanics and Geotechnical Engineering

Papers
(The TQCC of Journal of Rock Mechanics and Geotechnical Engineering is 14. 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 2020-04-01 to 2024-04-01.)
ArticleCitations
A review of experimental and theoretical research on the deformation and failure behavior of rocks subjected to cyclic loading140
Innovation and future of mining rock mechanics125
Spatial gradient distributions of thermal shock-induced damage to granite120
Improved prediction of slope stability using a hybrid stacking ensemble method based on finite element analysis and field data118
Slope stability prediction using ensemble learning techniques: A case study in Yunyang County, Chongqing, China104
Rock brittleness indices and their applications to different fields of rock engineering: A review101
Application of artificial intelligence to rock mechanics: An overview85
Real-time prediction of rock mass classification based on TBM operation big data and stacking technique of ensemble learning77
Clayey soil stabilization using alkali-activated volcanic ash and slag72
Landslide susceptibility prediction using slope unit-based machine learning models considering the heterogeneity of conditioning factors67
A state-of-the-art review of automated extraction of rock mass discontinuity characteristics using three-dimensional surface models65
Experimental investigations on effects of gas pressure on mechanical behaviors and failure characteristic of coals62
Prediction of blasting mean fragment size using support vector regression combined with five optimization algorithms62
Stabilization of expansive soils using chemical additives: A review61
Application of microbially induced carbonate precipitation to form bio-cemented artificial sandstone60
Analytical computation of support characteristic curve for circumferential yielding lining in tunnel design59
Predicting roof displacement of roadways in underground coal mines using adaptive neuro-fuzzy inference system optimized by various physics-based optimization algorithms58
Prediction of rockhead using a hybrid N-XGBoost machine learning framework57
Comparison of machine learning methods for ground settlement prediction with different tunneling datasets56
Prediction of geological characteristics from shield operational parameters by integrating grid search and K-fold cross validation into stacking classification algorithm55
Rockburst characteristics of several hard brittle rocks: A true triaxial experimental study53
Face stability of shield tunnels considering a kinematically admissible velocity field of soil arching53
Excavation-induced deep hard rock fracturing: Methodology and applications52
Evaluation of new Austrian tunnelling method applied to Bolu tunnel's weak rocks51
Evaluation of empirical estimation of uniaxial compressive strength of rock using measurements from index and physical tests51
Mesoscale fracture behavior of Longmaxi outcrop shale with different bedding angles: Experimental and numerical investigations49
Principles and methods of rock support for rockburst control48
Numerical modeling for rockbursts: A state-of-the-art review48
Determination of full-scale pore size distribution of Gaomiaozi bentonite and its permeability prediction47
A review of rockburst: Experiments, theories, and simulations46
An analytical solution of equivalent elastic modulus considering confining stress and its variables sensitivity analysis for fractured rock masses46
Analytical algorithm for longitudinal deformation profile of a deep tunnel46
Rock-like behavior of biocemented sand treated under non-sterile environment and various treatment conditions46
Strength properties of xanthan gum and guar gum treated kaolin at different water contents46
Editorial for Advances and applications of deep learning and soft computing in geotechnical underground engineering44
Real-time rock mass condition prediction with TBM tunneling big data using a novel rock–machine mutual feedback perception method44
Effects of dry-wet cycles on three-dimensional pore structure and permeability characteristics of granite residual soil using X-ray micro computed tomography44
Tunnel boring machine vibration-based deep learning for the ground identification of working faces44
Investigation of feature contribution to shield tunneling-induced settlement using Shapley additive explanations method43
Dynamic compression characteristics of layered rock mass of significant strength changes in adjacent layers42
Physico-mechanical properties of granite after cyclic thermal shock42
Rock damage and fracturing induced by high static stress and slightly dynamic disturbance with acoustic emission and digital image correlation techniques42
GPGPU-parallelised hybrid finite-discrete element modelling of rock chipping and fragmentation process in mechanical cutting41
Inconsistency of changes in uniaxial compressive strength and P-wave velocity of sandstone after temperature treatments40
Particle flow code simulation of intact and fissured granitic rock samples40
Plasticity role in strength behavior of cement-phosphogypsum stabilized soils40
Effect of biopolymers on permeability of sand-bentonite mixtures39
Prediction of flyrock induced by mine blasting using a novel kernel-based extreme learning machine39
Prediction of flyrock distance induced by mine blasting using a novel Harris Hawks optimization-based multi-layer perceptron neural network39
Experimental study on mitigating wind erosion of calcareous desert sand using spray method for microbially induced calcium carbonate precipitation38
A novel true triaxial test system for microwave-induced fracturing of hard rocks38
Experiments on rockburst proneness of pre-heated granite at different temperatures: Insights from energy storage, dissipation and surplus38
Crack initiation of granite under uniaxial compression tests: A comparison study38
Artificial neural network optimized by differential evolution for predicting diameters of jet grouted columns38
Influence of microwave treatment on mechanical behaviour of compact basalts under different confining pressures37
Particle breakage evolution of coral sand using triaxial compression tests37
Deep learning-based evaluation of factor of safety with confidence interval for tunnel deformation in spatially variable soil37
Estimation of the three-dimensional in situ stress field around a large deep underground cavern group near a valley36
Controlling effects of differential swelling index on evolution of coal permeability36
Interactive roles of geometrical distribution and geomechanical deformation of fracture networks in fluid flow through fractured geological media35
Sugarcane press mud modification of expansive soil stabilized at optimum lime content: Strength, mineralogy and microstructural investigation35
Use of recycled gypsum in the cement-based stabilization of very soft clays and its micro-mechanism34
Coupling effect of pond ash and polypropylene fiber on strength and durability of expansive soil subgrades: An integrated experimental and machine learning approach34
Mountain tunnel under earthquake force: A review of possible causes of damages and restoration methods34
Dynamic fragmentation of microwave irradiated rock33
Influence of grain size on strength of polymineralic crystalline rock: New insights from DEM grain-based modeling33
Numerical manifold method modeling of coupled processes in fractured geological media at multiple scales33
Modification of nanoparticles for the strength enhancing of cement-stabilized dredged sludge33
Use of machine learning algorithms to assess the state of rockburst hazard in underground coal mine openings33
Factor of safety of strain-softening slopes32
Theoretical verification of the rationality of strain energy storage index as rockburst criterion based on linear energy storage law32
Hybrid ensemble soft computing approach for predicting penetration rate of tunnel boring machine in a rock environment31
Experimental studies on the pore structure and mechanical properties of anhydrite rock under freeze-thaw cycles31
A review of methods, applications and limitations for incorporating fluid flow in the discrete element method31
Mechanical behaviors of coal measures and ground control technologies for China's deep coal mines – A review31
Searching for critical slip surfaces of slopes using stress fields by numerical manifold method31
Auto machine learning-based modelling and prediction of excavation-induced tunnel displacement30
Advances in statistical mechanics of rock masses and its engineering applications30
Effect of pipe characteristics in umbrella arch method on controlling tunneling-induced settlements in soft grounds30
Effects of oil contamination and bioremediation on geotechnical properties of highly plastic clayey soil30
Multivariate adaptive regression splines analysis for 3D slope stability in anisotropic and heterogenous clay30
Quantitative description of infrared radiation characteristics of preflawed sandstone during fracturing process30
Machine learning-based automatic control of tunneling posture of shield machine29
A modified method of discontinuity trace mapping using three-dimensional point clouds of rock mass surfaces29
Three-dimensional distinct element modeling of fault reactivation and induced seismicity due to hydraulic fracturing injection and backflow29
Effect of fatigue loading-confining stress unloading rate on marble mechanical behaviors: An insight into fracture evolution analyses29
Experimental study on repeatedly loaded foundation soil strengthened by wraparound geosynthetic reinforcement technique28
Influence of fracture roughness on shear strength, slip stability and permeability: A mechanistic analysis by three-dimensional digital rock modeling28
Impact of normal stress-induced closure on laboratory-scale solute transport in a natural rock fracture28
Deformation and failure characteristics of sandstone under uniaxial compression using distributed fiber optic strain sensing28
Spatial distribution modeling of subsurface bedrock using a developed automated intelligence deep learning procedure: A case study in Sweden27
An evolutionary adaptive neuro-fuzzy inference system for estimating field penetration index of tunnel boring machine in rock mass27
Experimental investigation on the effects of microwave irradiation on kimberlite and granite rocks27
Anisotropic surface roughness and shear behaviors of rough-walled plaster joints under constant normal load and constant normal stiffness conditions27
A fracture model for assessing tensile mode crack growth resistance of rocks27
Influence of soil density on gas permeability and water retention in soils amended with in-house produced biochar27
Applicability of discrete element method with spherical and clumped particles for constitutive study of granular materials27
Predicting and validating the load-settlement behavior of large-scale geosynthetic-reinforced soil abutments using hybrid intelligent modeling27
Determining the soil-water retention curve using mercury intrusion porosimetry test in consideration of soil volume change27
Analysis of ground surface settlement in anisotropic clays using extreme gradient boosting and random forest regression models27
Novel integration of extreme learning machine and improved Harris hawks optimization with particle swarm optimization-based mutation for predicting soil consolidation parameter26
Dolomite fracture modeling using the Johnson-Holmquist concrete material model: Parameter determination and validation26
A state-of-the-art review of mechanical characteristics and cracking processes of pre-cracked rocks under quasi-static compression26
Consolidation of partially saturated ground improved by impervious column inclusion: Governing equations and semi-analytical solutions26
Effect of the in situ leaching solution of ion-absorbed rare earth on the mechanical behavior of basement rock26
Prediction of compaction parameters for fine-grained soil: Critical comparison of the deep learning and standalone models26
Numerical modeling of thermal breakthrough induced by geothermal production in fractured granite26
An investigation into the effects of lime on compressive and shear strength characteristics of fiber-reinforced clays26
A post-peak dilatancy model for soft rock and its application in deep tunnel excavation26
Reliability analysis of slopes considering spatial variability of soil properties based on efficiently identified representative slip surfaces26
Experimental and numerical investigation on the mechanical responses and cracking mechanism of 3D confined single-flawed rocks under dynamic loading26
Mechanical behaviours of sandstone containing intersecting fissures under uniaxial compression25
Reliability analysis of earth dams using direct coupling25
Coupled thermo-hydro-mechanical modeling of frost heave and water migration during artificial freezing of soils for mineshaft sinking25
Effectiveness of predicting tunneling-induced ground settlements using machine learning methods with small datasets25
Mutual impact of true triaxial stress, borehole orientation and bedding inclination on laboratory hydraulic fracturing of Lushan shale25
Incorporation of a nanotechnology-based additive in cementitious products for clay stabilisation25
High-efficiency stabilization of dredged sediment using nano-modified and chemical-activated binary cement25
An undrained expansion solution of cylindrical cavity in SANICLAY for K0-consolidated clays25
Salinity effect on the compaction behaviour, matric suction, stiffness and microstructure of a silty soil25
Variation in hydraulic conductivity of fractured rocks at a dam foundation during operation25
Classification of clustered microseismic events in a coal mine using machine learning25
Modeling behaviors of a coal pillar rib using the progressive S-shaped yield criterion25
Data-driven estimation of joint roughness coefficient24
A method to model the effect of pre-existing cracks on P-wave velocity in rocks24
Machine learning and data-driven prediction of pore pressure from geophysical logs: A case study for the Mangahewa gas field, New Zealand24
A waveform modification method for testing dynamic properties of rock under high temperature24
Rockhead profile simulation using an improved generation method of conditional random field24
Experimental investigation on fracturing process of marble under biaxial compression23
A numerical investigation into key factors controlling hard rock excavation via electropulse stimulation23
Uncertainties of landslide susceptibility prediction considering different landslide types23
Deformation-based support design for highly stressed ground with a focus on rockburst damage mitigation23
Effect of shear-induced contact area and aperture variations on nonlinear flow behaviors in fractal rock fractures22
Fracture of two three-dimensional parallel internal cracks in brittle solid under ultrasonic fracturing22
Physics-informed deep learning for one-dimensional consolidation22
Consolidation of soft clay foundation improved by geosynthetic-reinforced granular columns: Numerical evaluation22
Analysis of Bingham fluid radial flow in smooth fractures22
Investigation on microstructure evolution of clayey soils: A review focusing on wetting/drying process22
Assessing the deformation response of double-track overlapped tunnels using numerical simulation and field monitoring21
Micro-annulus generation under downhole conditions: Insights from three-dimensional staged finite element analysis of cement hardening and wellbore operations21
Application of machine learning in predicting the rate-dependent compressive strength of rocks21
Characterization of meso-scale mechanical properties of Longmaxi shale using grid microindentation experiments21
Mechanical performances and microstructural characteristics of reactive MgO-carbonated silt subjected to freezing-thawing cycles21
Enhancing mechanical behavior of micaceous soil with jute fibers and lime additives21
A simplified three-dimensional extension of Hoek-Brown strength criterion21
Unconfined compressive strength of MICP and EICP treated sands subjected to cycles of wetting-drying, freezing-thawing and elevated temperature: Experimental and EPR modelling20
Hydro-mechanical interaction effects and channelling in three-dimensional fracture networks undergoing growth and nucleation20
Effect of natural and synthetic fibers reinforcement on California bearing ratio and tensile strength of clay20
Improved prediction of shear wave velocity for clastic sedimentary rocks using hybrid model with core data19
Optimizing micaceous soil stabilization using response surface method19
Geotechnical particle finite element method for modeling of soil-structure interaction under large deformation conditions19
Thermal effects on prediction accuracy of dense granite mechanical behaviors using modified maximum tangential stress criterion19
Advances in joint roughness coefficient (JRC) and its engineering applications19
Microcrack fracturing of coal specimens under quasi-static combined compression-shear loading19
Effects of bolt profile and grout mixture on shearing behaviors of bolt-grout interface19
A fiber Bragg grating based earth and water pressures transducer with three-dimensional fused deposition modeling for soil mass19
Deep learning-based key-block classification framework for discontinuous rock slopes19
Influence of hysteretic stress path behavior on seal integrity during gas storage operation in a depleted reservoir19
Rate-dependent mechanical behavior of jointed rock with an impersistent joint under different infill conditions19
A lattice Boltzmann exploration of two-phase displacement in 2D porous media under various pressure boundary conditions18
Influence of anisotropic stress path and stress history on stiffness of calcareous sands from Western Australia and the Philippines18
A real-time prediction method for tunnel boring machine cutter-head torque using bidirectional long short-term memory networks optimized by multi-algorithm18
Mechanical behaviour of medium-grained sandstones exposed to differential cyclic loading with distinct loading and unloading rates18
Surface characteristics analysis of fractures induced by supercritical CO2 and water through three-dimensional scanning and scanning electron micrography18
Convective heat transfer of water flow in intersected rock fractures for enhanced geothermal extraction18
Influence of location of large-scale asperity on shear strength of concrete-rock interface under eccentric load18
Thermal effects on fracture toughness of cracked straight-through Brazilian disk green sandstone and granite18
Experimental study on the shear performance of quasi-NPR steel bolted rock joints18
A modified soil water content measurement technique using actively heated fiber optic sensor18
Real-time analysis and prediction of shield cutterhead torque using optimized gated recurrent unit neural network18
Comparative analysis of deformation and failure mechanisms of underground powerhouses on the left and right banks of Baihetan hydropower station18
Axial response and material efficiency of tapered helical piles18
Editorial for Internet of Things (IoT) and Artificial Intelligence (AI) in geotechnical engineering18
Groundwater flow through fractured rocks and seepage control in geotechnical engineering: Theories and practices18
Implications for identification of principal stress directions from acoustic emission characteristics of granite under biaxial compression experiments18
Water-induced softening behavior of clay-rich sandstone in Lanzhou Water Supply Project, China18
Effects of variations of voltage and pH value on the shear strength of soil and durability of different electrodes and piles during electrokinetic phenomenon17
An in situ monitoring campaign of a hard rock pillar at great depth within a Canadian mine17
Geomechanical model test for analysis of surrounding rock behaviours in composite strata17
Prediction of mode I fracture toughness of rock using linear multiple regression and gene expression programming17
Physical model simulation of rock-support interaction for the tunnel in squeezing ground17
Case study of a driven pile foundation in diatomaceous soil. I: Site characterization and engineering properties17
Face stability analysis of circular tunnels in layered rock masses using the upper bound theorem17
Geostructures, dynamics and risk mitigation of high-altitude and long-runout rockslides17
Combined approach of poroelastic and earthquake nucleation applied to the reservoir-induced seismic activity in the Val d’Agri area, Italy17
Development and application of an interface constitutive model for fully grouted rock-bolts and cable-bolts16
A cost-effective chemo-thermo-poroelastic wellbore stability model for mud weight design during drilling through shale formations16
Fabric changes induced by super-absorbent polymer on cement–lime stabilized excavated clayey soil16
Crack dynamic propagation properties and arrest mechanism under impact loading16
A grouting simulation method for quick-setting slurry in karst conduit: The sequential flow and solidification method16
A nonlinear creep model for surrounding rocks of tunnels based on kinetic energy theorem16
Intermittent swelling and shrinkage of a highly expansive soil treated with polyacrylamide16
Experimental study on the deformation and failure mechanism of overburden rock during coal mining using a comprehensive intelligent sensing method15
Estimation of fracture size and azimuth in the universal elliptical disc model based on trace information15
Characteristics and dynamic analysis of the February 2021 long-runout disaster chain triggered by massive rock and ice avalanche at Chamoli, Indian Himalaya15
Evaluating rock mass disturbance within open-pit excavations using seismic methods: A case study from the Hinkley Point C nuclear power station15
Predicting uniaxial compressive strength of serpentinites through physical, dynamic and mechanical properties using neural networks15
A model of unfrozen water content in rock during freezing and thawing with experimental validation by nuclear magnetic resonance15
Laboratory investigation into effect of bolt profiles on shear behaviors of bolt-grout interface under constant normal stiffness (CNS) conditions15
Effects of CO2–water interaction with coal on mineral content and pore characteristics15
Benchmark solutions of large-strain cavity contraction for deep tunnel convergence in geomaterials15
Influence of blasting load directions on tunnel stability in fractured rock mass15
Thermo-hydro-poro-mechanical responses of a reservoir-induced landslide tracked by high-resolution fiber optic sensing nerves15
Optimization of inter-helix spacing for helical piles in sand15
Stability analysis of surrounding rock mass in underground powerhouse considering damage effect of microfractures15
Time-sensitivity mechanism of rock stress memory properties under tensile stress14
Bayesian machine learning-based method for prediction of slope failure time14
Frictional behavior of planar and rough granite fractures subjected to normal load oscillations of different amplitudes14
Fiber optic monitoring of an anti-slide pile in a retrogressive landslide14
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 tunnels14
Centrifuge model test and numerical interpretation of seismic responses of a partially submerged deposit slope14
Various admixtures to mitigate the long-term strength retrogression of Portland cement cured under high pressure and high temperature conditions14
Adaptive sampling strategy for characterizing spatial distribution of soil liquefaction potential using cone penetration test14
Experimental study on uplift mechanism of pipeline buried in sand using high-resolution fiber optic strain sensing nerves14
The use of the node-based smoothed finite element method to estimate static and seismic bearing capacities of shallow strip footings14
A TPDP-MPM-based approach to understanding the evolution mechanism of landslide-induced disaster chain14
Experimental study on seismic response and progressive failure characteristics of bedding rock slopes14
Multi-fracture interactions during two-phase flow of oil and water in deformable tight sandstone oil reservoirs14
0.045737028121948