Underground Space

Papers
(The median citation count of Underground Space is 7. 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 2021-04-01 to 2025-04-01.)
ArticleCitations
Fatigue damage analysis of ballastless slab track in heavy-haul railway tunnels182
Regional characterization of vs30 with hybrid geotechnical and geological data173
Experimental investigation on rockburst characteristics of highly stressed D-shape tunnel subjected to impact load123
Face stability analysis of large shield-driven tunnel in rock-soil interface composite formations118
Numerical prediction of ground vibrations induced by LPG boiling liquid expansion vapour explosion (BLEVE) inside a road tunnel97
Performance-based three-level fortification goal and its application in anti-dislocation countermeasures: A case study of Shantou Submarine tunnel88
Analytical solutions of ground settlement induced by yaw in a space curved shield tunnel76
Experimental study on cyclic deformation properties of saturated Fujian sand at different loading frequencies75
Seismic response of deep circular tunnels subjected to S-waves: Axial bending67
Study on influencing factors and prediction of peak particle velocity induced by roof pre-split blasting in underground65
Refined model analysis of basement rock degradation mechanism of heavy-haul railway tunnel65
Novel pipe-roof method for a super shallow buried and large-span metro underground station62
Case study on the seismic response of a subway station combined with a flyover60
Analysis of the influence of geometrical parameters of circular steel pipe with flange plate on the jacking force57
Seismic response of tunnel near fault fracture zone under incident SV waves56
Investigating low-permeability sandstone based on physical experiments and predictive modeling55
Seismic behaviors of utility tunnel-soil system: With and without joint connections52
Effect of defects and remediation measures on the internal forces caused by a local thickness reduction in the tunnel lining52
Tunnels in squeezing clay-rich rocks50
Field measurement analysis of the influence of simultaneous construction of river channel and bridge on existing double shield tunnels47
Fractional viscoelastic solution of stratum displacement of a shallow tunnel under the surface slope condition46
Analytical solutions of limit support pressure and vertical earth pressure on cutting face for tunnels45
Analysis of energy pile groups subjected to non-uniform thermal loadings44
Shear behaviour of anchored jointed rock mass under different engineering conditions considering damage and joint surface morphology42
Assessing clogging potential and optimizing driving parameter of slurry shield tunneling in clay stratum assisted with CFD-DEM modeling41
Influence of erosion voids and traffic loads on buried large-diameter reinforced concrete pipes40
Adaptive mutation sparrow search algorithm-Elman-AdaBoost model for predicting the deformation of subway tunnels38
Performance of double-arch tunnels under internal BLEVE37
Experimental investigation on damage development and failure mechanism of shield tunnel lining under internal blast considering stratum-structure interaction36
Evaluation of the effect of using fiber reinforcement in tunnel linings for metro projects36
Characteristics of deformation and defect of shield tunnel in coastal structured soil in China35
Reliability-based robust geotechnical design of braced excavations considering multiple failure modes34
Pseudo-dynamic analysis of a 3D tunnel face in inclined weak strata34
Book Review34
Combined prediction of rockburst based on multiple factors and stacking ensemble algorithm33
Soft computing approach for prediction of surface settlement induced by earth pressure balance shield tunneling33
Novel stacking models based on SMOTE for the prediction of rockburst grades at four deep gold mines33
Automatic tunnel lining crack detection via deep learning with generative adversarial network-based data augmentation32
Erratum for previously published articles32
Analytical model of vertical load acting on jacked pipe considering soil arching effect in cohesionless soil32
Stability prediction of underground entry-type excavations based on particle swarm optimization and gradient boosting decision tree31
Analytical solution for tunnelling-induced response of an overlying pipeline considering gap formation29
Dynamic strain field for granite specimen under SHPB impact tests based on stress wave propagation29
Investigation of cracking mechanism of the first tunnel lining during double-arch tunnel construction28
Hydraulic head difference at two sides of suspended waterproof curtain during multi-grade dewatering of excavation28
Attention-based LSTM predictive model for the attitude and position of shield machine in tunneling28
Key features of numerical models for the FE-simulation of deep tunnel advance by the NATM27
Pseudo-discontinuum model to simulate hard-rock mine pillars27
Grouting-induced ground heave and building damage in tunnel construction: A case study of Shenzhen metro27
Unpacking data-centric geotechnics27
Numerical investigation on arching effect surrounding deep cylindrical shaft during excavation process27
Effect of ventilation on thermal and humidity environment of the underground utility tunnel in the plum rain season in southern China: Field measurement and CFD simulation26
Influence of traffic on the temperature field of tunnel in cold region: A case study on the world's longest highway spiral tunnel26
Deformation monitoring and remote analysis of ultra-deep underground space excavation25
Experimental study on the effect of flexible joints of a deep-buried tunnel across an active fault under high in-situ stress conditions25
Review of transparent soil model testing technique for underground construction: Ground visualization and result digitalization25
Study on disc cutter chipping of TBM based on field data and particle flow code simulation25
Data augmentation-assisted muck image recognition during shield tunnelling24
Numerical studies on the synergistic effects of smoke extraction and control performance by mechanical ventilation shafts during tunnel fires24
Deep learning to evaluate seismic-induced soil liquefaction and modified transfer learning between various data sources23
Determination of groundwater buoyancy reduction coefficient in clay: Model tests, numerical simulations and machine learning methods23
Model-based offline reinforcement learning framework for optimizing tunnel boring machine operation23
Large post-liquefaction deformation of sand: Mechanisms and modeling considering water absorption in shearing and seismic wave conditions23
Effects of the excavation of deep foundation pits on an adjacent double-curved arch bridge23
Horizontal convergence reconstruction in the longitudinal direction for shield tunnels based on conditional random field23
Multi-source data integration and multi-scale modeling framework for progressive prediction of complex geological interfaces in tunneling23
Influence of disturbance degree on the propped excavation stability in sandy soil in Shenyang, China22
Dynamic prediction of over-excavation gap due to posture adjustment of shield machine in soft soil22
Underground space use of urban built-up areas in the central city of Nanjing: Insight based on a dynamic population distribution22
Coal-rock interface real-time recognition based on the improved YOLO detection and bilateral segmentation network22
Vertical-well-assisted SAGD dilation process in heterogeneous super-heavy oil reservoirs: Numerical simulations22
A review of fracture mechanic behaviors of rocks containing various defects22
Numerical modeling for a simulated rockburst experiment using LS-DYNA21
Analytical method for the mechanical response of buried pipeline under the action of strike-slip faulting21
Undrained stability of active trapdoors in two-layered clays21
Ground vibration analysis under combined seismic and high-speed train loads21
Influence of secondary lining thickness on mechanical behaviours of double-layer lining in large-diameter shield tunnels21
A practical ANN model for predicting the excavation-induced tunnel horizontal displacement in soft soils21
Dynamic response of water-rich tunnel subjected to plane P wave considering excavation induced damage zone20
Mechanism and preventive measures of slurry leakage at shield tail brushes under abnormal shutdown condition—A case study20
Analytical model for the sealant performance of tunnel gasketed joints based on multi-scale contact and percolation theories20
Reliability assessment of deep excavations in spatially random cohesion weakening friction strengthening massive rocks: Application to nuclear repositories20
Effect of pipe installation and external load on buried steel pipe responses: Experimental and numerical investigations20
The analysis of the optimal scalar and vector intensity measurements for seismic performance assessment of deep-buried hydraulic arched tunnels20
Multiscale method for identifying and marking the multiform fractures from visible-light rock-mass images19
Effect of local openings on bearing behavior and failure mechanism of shield tunnel segments18
Deformation-based longitudinal equivalent stiffness beam model for shield tunnel and its application in seismic deformation method18
Integrated approach of predicting rock stability in high mountain valley underground caverns18
Analytical model regarding compression-bending capacity of segmental joint reinforced by steel plate18
RM2D: An automated and robust laser-based framework for mobile tunnel deformation detection18
Hybrid stacking ensemble algorithm and simulated annealing optimization for stability evaluation of underground entry-type excavations18
Detecting soil mixing, grain size distribution, and clogging potential of tunnel excavation face by classification-regression algorithms using EPBM operational data18
Effect of block geometry on the estimation of low volumetric block proportions: A tunneling-based computer bimrock model18
Immersive visualization of 3D subsurface ground model developed from sparse boreholes using virtual reality (VR)17
Transfer learning-based encoder-decoder model with visual explanations for infrastructure crack segmentation: New open database and comprehensive evaluation17
Influence of extreme shallow jacked box tunnelling on underlying metro tunnels: A case study17
Goaf risk prediction based on IAOA–SVM and numerical simulation: A case study17
Full-scale experiment for segmental linings of deep-buried shield tunnels bearing high inner water pressure: Comparison of mechanical behaviors of continuous- and stagger-jointed structures17
New method to identify optimal discontinuity set number of rock tunnel excavation face orientation based on Fisher mixed evaluation17
Hydrothermal interactions in energy walls16
Mechanism analysis of foam penetration in EPB shield tunnelling with a focus on FER and soil particle size16
Fluid-solid coupling numerical simulation of micro-disturbance grouting treatment for excessive deformation of shield tunnel16
Novel numerical model to simulate water seepage through segmental gasketed joints of underwater shield tunnels considering the superimposed seepage squeezing effect16
Predicting the strut forces of the steel supporting structure of deep excavation considering various factors by machine learning methods16
Feedback on a shared big dataset for intelligent TBM Part I: Feature extraction and machine learning methods16
Experimental study on performance of spring damping support structure system for large deformation tunnel in soft rock16
Regulating bulkhead pressure of EPB shield machines through DEM modeling and data mining15
Evaluation on cutting performance of novel PDC cutter for pipe jacking machine15
A simulation-based software to support the real-time operational parameters selection of tunnel boring machines15
Cross-scale mechanical softening of Marcellus shale induced by CO2-water–rock interactions using nanoindentation and accurate grain-based modeling15
Study on influence of key blasthole parameters on tunnel overbreak15
Use of GIS and BIM for the integration of tunnel design and construction process in conventional tunneling14
Planning an adaptive reuse development of underutilized urban underground infrastructures: A case study of Qingdao, China14
Prediction of surface settlement caused by synchronous grouting during shield tunneling in coarse-grained soils: A combined FEM and machine learning approach14
Longitudinal mechanical response of tunnels under active normal faulting14
Influence of the spatial distribution of underground tunnel group on its blasting vibration response14
Numerical simulation and analysis of the pile underpinning technology used in shield tunnel crossings on bridge pile foundations14
Influence of cutterhead opening ratio on soil arching effect and face stability during tunnelling through non-uniform soils14
Imbalanced rock burst assessment using variational autoencoder-enhanced gradient boosting algorithms and explainability14
Mechanical parameter evolutions and deterioration constitutive model for ductile–brittle failure of surrounding rock in high-stress underground engineering13
Estimation of the TBM advance rate under hard rock conditions using XGBoost and Bayesian optimization13
Deformation analysis and safety assessment of existing metro tunnels affected by excavation of a foundation pit13
Intelligent rockburst prediction model with sample category balance using feedforward neural network and Bayesian optimization13
Effects of slurry viscosity and particle additive size on filter cake formation in highly permeable sand13
Model test on cutterhead-soil interaction during shield tunneling and its theoretical model13
A review of unloading-induced fault instability13
Effect of seepage on soil arching effect in deep shield tunnel13
Interpretable model for rockburst intensity prediction based on Shapley values-based Optuna-random forest13
Evaluation of fault stability and seismic potential for Hutubi underground gas storage due to seasonal injection and extraction12
Experimental investigation on the deformation characteristics of locking-steel- pipe (LSP) pile retaining structure during excavation in sand12
Tunneling beneath the pile-raft foundations of high-speed railways: Progressive arching deformation and pile settlement behavior12
Experimental and numerical investigation of the load-bearing capacity of bolt-fastened wedge active joints for prestressed internal bracing in subway excavations12
Surface settlement induced by horizontal directional drilling12
Numerical and analytical studies on the coupling effects of unloading and cutterhead vibration on tunnel face in dry sandy ground12
Review of analytical methods for stress and deformation analysis of buried water pipes considering pipe-soil interaction12
Longitudinal connection effect on initial support steel frames in tunnels—Take the traffic tunnels as examples12
Empirical evidence for estimation of subsurface settlement caused by tunneling in sand12
Artificial neural network with a cross-validation approach to blast-induced ground vibration propagation modeling11
Numerical analyses of coupled thermo-mechanical behaviors of cement sheath in geothermal wells11
Incorporating geotechnical and geophysical investigations for underground obstruction detection: A case study11
Building three-dimensional pedestrian networks in cities11
Drainage-induced ground response in a twin-tunnel system through analytical prediction over the seepage field11
Synchronous shield tunnelling technology combining advancement and segment fabrication: Principle, verification and application11
Influential factors of spatial performance in metro-led urban underground public space: A case study in Shanghai10
An improved artificial bee colony-random forest (IABC-RF) model for predicting the tunnel deformation due to an adjacent foundation pit excavation10
Robust model for tunnel squeezing using Bayesian optimized classifiers with partially missing database10
Numerical investigation of pile responses induced by adjacent tunnel excavation in spatially variable clays10
Stability analysis of underground mine hard rock pillars via combination of finite difference methods, neural networks, and Monte Carlo simulation techniques10
Case study of post uplift in deep excavation of a subway station in thick soft clay using long pile foundations10
A measurable evaluation method of visual comfort in underground space by intelligent sorting and classification algorithms10
Experimental study on the compression-shear performance of a new-type circumferential joint of shield tunnel10
Analytical and numerical analysis on the torsional performance of elliptically deformed tunnels in the longitudinal direction10
Development and application of wellbore heat transfer model considering variable mass flow10
Model tests and corresponding numerical simulations on cave model subjected to thermo-mechanical loading10
Physical and mechanical response of large-diameter shield tunnel lining structure under non-uniform fire: A full-scale fire test-based study10
Optimization of pipe circuits in energy tunnels10
Hybrid deep learning approach for rock tunnel deformation prediction based on spatio-temporal patterns10
Neural network and support vector machine models for the prediction of the liquefaction-induced uplift displacement of tunnels10
Practical configured microtremor array measurements (MAMs) for the geological investigation of underground space10
Response of operating metro tunnels to compensation grouting of an underlying large-diameter shield tunnel: A case study in Hangzhou10
Sensitivity analyses of random cave groups on karst tunnel stability based on water–rock interaction using a novel contact dynamic method9
Experimental study on shield tunnel seepage control via microbially induced calcite precipitation9
Preliminary design method for absorber pipe length of tunnel lining ground heat exchangers based on energy efficiency of heat pump9
Numerical study on rock failure around a tunnel destressed by a conceptualized notched technique9
Influence of permeability anisotropy of seepage flow on the tunnel face stability9
Bayesian ensemble methods for predicting ground deformation due to tunnelling with sparse monitoring data9
Three-dimensional hydro-mechanical coupling numerical simulation of shield-driven cross-river twin tunnels: A case study9
Experimental investigation on the failure characteristic and synergistic load-bearing mechanism of multi-layer linings for deep soft rock tunnels9
BIM-based framework of automatic tunnel segment assembly and deviation control9
Closed-form solution for dynamic responses of shaft-tunnel junction under uniform P waves9
Risks analysis of large diameter slurry shield tunneling in urban area9
Test and damage assessment of shallow buried RC tunnel under explosion9
Effect of confining pressure on rock breaking by high-pressure waterjet-assisted TBM9
Optimization of spatial layouts for underground facilities to achieve carbon neutrality in cities: A multi-agent system model9
Numerical analysis of seismic response of rectangular underground structure in coral sand9
Numerical study on the effect of in-situ stress on smoothwall blasting in deep tunnelling9
Impact of fracture networks on the structural deformation of lined rock caverns under high internal gas pressure9
Real-time assessment of tunnelling-induced damage to structures within the building information modelling framework8
DEM study on effect of particle roundness on biaxial shearing of sand8
Failure responses of rock tunnel faces during excavation through the fault-fracture zone8
Rockburst in underground excavations: A review of mechanism, classification, and prediction methods8
Numerical analysis of a deep and oversized group excavation: A case study8
Prediction of lining response for twin tunnels constructed in anisotropic clay using machine learning techniques8
Modal analysis of subway tunnel in soft soil during operation8
Rockburst prediction and prevention in underground space excavation8
3D geological suitability evaluation for underground space based on the AHP-cloud model8
Total loads modeling and geological adaptability analysis for mixed soil-rock tunnel boring machines8
Analysis of the dynamic response and damage characteristic for the tunnel under near-field blasts and far-field earthquakes8
Effects of deep soil mixing on existing shield tunnels in soft soil ground8
Experimental investigation on waterproofing performance of segmental joint with double gaskets for shield tunnel7
Performance of a deep excavation and the influence on adjacent piles: A case history in karst region covered by clay and sand7
Design equation for stability of a circular tunnel in anisotropic and heterogeneous clay7
Numerical modeling of the failure process of the heterogeneous karst rock mass using the DDA–SPH method7
Series of centrifuge shaking table tests study on seismic response of subway station structures in soft soil sites7
Study on failure mechanism of room and pillar with different shapes and configurations under uniaxial compression using experimental test and numerical simulation7
Dynamic properties of micro-NPR material and its controlling effect on surrounding rock mass with impact disturbances7
Three-dimensional theoretical analysis of seepage field in front of shield tunnel face7
3D suitability evaluation of urban underground space using a variable weight method and considering ground restrictions7
Grain-based coupled thermo-mechanical modeling for stressed heterogeneous granite under thermal shock7
Publisher Note7
Real-time estimation of the structural utilization level of segmental tunnel lining7
Calibration of soil parameters based on intelligent algorithm using efficient sampling method7
Optimization of confined aquifer dewatering for long-deep excavation using simulation–optimization method7
CFD simulations of a semi-transverse ventilation system in a long tunnel7
Undrained stability of pit-in-pit braced excavations under hydraulic uplift7
Creep damage constitutive model of rock based on the mechanisms of crack-initiated damage and extended damage7
Optimization of reinforced ring base depth for vertical shaft sinking in soft soil using VSM method7
Enhanced elastic beam model with BADS integrated for settlement assessment of immersed tunnels7
Support characteristics of flexible negative Poisson’s ratio anchor cable response to blasting impacts7
Shaking table tests on the liquefaction-induced uplift displacement of circular tunnel structure7
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