Underground Space

Papers
(The median citation count of Underground Space is 8. 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 2021-05-01 to 2025-05-01.)
ArticleCitations
Evaluation of the effect of using fiber reinforcement in tunnel linings for metro projects187
Influence of erosion voids and traffic loads on buried large-diameter reinforced concrete pipes176
Fatigue damage analysis of ballastless slab track in heavy-haul railway tunnels130
Novel pipe-roof method for a super shallow buried and large-span metro underground station125
Pseudo-dynamic analysis of a 3D tunnel face in inclined weak strata103
Hydraulic head difference at two sides of suspended waterproof curtain during multi-grade dewatering of excavation90
Analytical solution for tunnelling-induced response of an overlying pipeline considering gap formation78
Fluid-solid coupling numerical simulation of micro-disturbance grouting treatment for excessive deformation of shield tunnel76
Determination of groundwater buoyancy reduction coefficient in clay: Model tests, numerical simulations and machine learning methods68
Mechanism and preventive measures of slurry leakage at shield tail brushes under abnormal shutdown condition—A case study67
Imbalanced rock burst assessment using variational autoencoder-enhanced gradient boosting algorithms and explainability66
Horizontal convergence reconstruction in the longitudinal direction for shield tunnels based on conditional random field63
The analysis of the optimal scalar and vector intensity measurements for seismic performance assessment of deep-buried hydraulic arched tunnels60
Influence of the spatial distribution of underground tunnel group on its blasting vibration response60
Analytical model for the sealant performance of tunnel gasketed joints based on multi-scale contact and percolation theories58
New method to identify optimal discontinuity set number of rock tunnel excavation face orientation based on Fisher mixed evaluation56
Deep learning to evaluate seismic-induced soil liquefaction and modified transfer learning between various data sources54
Multi-source data integration and multi-scale modeling framework for progressive prediction of complex geological interfaces in tunneling52
Goaf risk prediction based on IAOA–SVM and numerical simulation: A case study52
Study on influence of key blasthole parameters on tunnel overbreak49
A simulation-based software to support the real-time operational parameters selection of tunnel boring machines48
Test and damage assessment of shallow buried RC tunnel under explosion47
Use of GIS and BIM for the integration of tunnel design and construction process in conventional tunneling47
Development and application of wellbore heat transfer model considering variable mass flow47
Bayesian ensemble methods for predicting ground deformation due to tunnelling with sparse monitoring data43
Numerical analysis of a deep and oversized group excavation: A case study43
Risks analysis of large diameter slurry shield tunneling in urban area42
An improved artificial bee colony-random forest (IABC-RF) model for predicting the tunnel deformation due to an adjacent foundation pit excavation40
3D suitability evaluation of urban underground space using a variable weight method and considering ground restrictions40
Numerical and analytical studies on the coupling effects of unloading and cutterhead vibration on tunnel face in dry sandy ground39
Real-time assessment of tunnelling-induced damage to structures within the building information modelling framework39
Effect of confining pressure on rock breaking by high-pressure waterjet-assisted TBM37
Influential factors of spatial performance in metro-led urban underground public space: A case study in Shanghai37
Creep damage constitutive model of rock based on the mechanisms of crack-initiated damage and extended damage36
Deformation analysis and safety assessment of existing metro tunnels affected by excavation of a foundation pit36
Digitalization of mechanical and physical properties of Singapore Bukit Timah granite rocks based on borehole data from four sites34
Calibration of soil parameters based on intelligent algorithm using efficient sampling method33
Assessment of basal heave stability for braced excavations in anisotropic clay using extreme gradient boosting and random forest regression33
TBM penetration rate prediction based on the long short-term memory neural network32
Seepage flow around twin circular tunnels in anisotropic ground revealed by an analytical solution32
Solute transport in stochastic discrete fracture-matrix systems: Impact of network structure32
Fragility assessment of tunnels in soft soils using artificial neural networks30
Back analysis of geomechanical parameters based on a data augmentation algorithm and machine learning technique30
Prediction of the geological indicators in TBM tunnel based on optimized proportion of surrounding rock grades30
Significance and methodology: Preprocessing the big data for machine learning on TBM performance29
Negative Poisson’s ratio cable compensation support for 32 m super-large-span highway tunnel: A case study29
Characteristics of the crack tip field in high-speed railway tunnel linings under train-induced aerodynamic shockwaves29
Effect of blast inside tunnel on surrounding soil mass, tunnel lining, and superstructure for varying shapes of tunnels29
Diffusion law and diffusion model for backfill grouting in loess shield tunnel at different soil moisture29
Seismic ahead-prospecting based on deep learning of retrieving seismic wavefield28
Impact and explosion resistance of NPR anchor cable: Field test and numerical simulation28
Seismic response of deep circular tunnels subjected to S-waves: Axial bending27
Regional 3D geological modeling along metro lines based on stacking ensemble model27
Fractional viscoelastic solution of stratum displacement of a shallow tunnel under the surface slope condition27
Experimental and numerical simulation on the sliding process of roof rock blocks triggered by dynamic disturbance27
Analysis of the influence of geometrical parameters of circular steel pipe with flange plate on the jacking force26
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
Shear behaviour of anchored jointed rock mass under different engineering conditions considering damage and joint surface morphology26
Review of transparent soil model testing technique for underground construction: Ground visualization and result digitalization25
Regional characterization of vs30 with hybrid geotechnical and geological data25
Seismic response of tunnel near fault fracture zone under incident SV waves24
Investigation of cracking mechanism of the first tunnel lining during double-arch tunnel construction24
Tunnels in squeezing clay-rich rocks23
Novel stacking models based on SMOTE for the prediction of rockburst grades at four deep gold mines23
RM2D: An automated and robust laser-based framework for mobile tunnel deformation detection23
Assessing clogging potential and optimizing driving parameter of slurry shield tunneling in clay stratum assisted with CFD-DEM modeling23
Numerical studies on the synergistic effects of smoke extraction and control performance by mechanical ventilation shafts during tunnel fires23
Hygrothermal behavior of energy diaphragm wall and the induced heat and moisture interaction with adjacent underground space23
Dynamic response of water-rich tunnel subjected to plane P wave considering excavation induced damage zone22
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 structures22
Effect of local openings on bearing behavior and failure mechanism of shield tunnel segments22
Large post-liquefaction deformation of sand: Mechanisms and modeling considering water absorption in shearing and seismic wave conditions22
Numerical analyses of coupled thermo-mechanical behaviors of cement sheath in geothermal wells21
Intelligent rockburst prediction model with sample category balance using feedforward neural network and Bayesian optimization21
Experimental study on shield tunnel seepage control via microbially induced calcite precipitation21
A review of fracture mechanic behaviors of rocks containing various defects21
Drainage-induced ground response in a twin-tunnel system through analytical prediction over the seepage field21
Practical configured microtremor array measurements (MAMs) for the geological investigation of underground space21
Transfer learning-based encoder-decoder model with visual explanations for infrastructure crack segmentation: New open database and comprehensive evaluation21
Review of analytical methods for stress and deformation analysis of buried water pipes considering pipe-soil interaction20
Prediction of lining response for twin tunnels constructed in anisotropic clay using machine learning techniques20
DEM study on effect of particle roundness on biaxial shearing of sand20
Closed-form solution for dynamic responses of shaft-tunnel junction under uniform P waves20
Influence of permeability anisotropy of seepage flow on the tunnel face stability20
Reliability-based design of lining structures for underground space against water seepage20
BIM-based framework of automatic tunnel segment assembly and deviation control20
Evaluation of fault stability and seismic potential for Hutubi underground gas storage due to seasonal injection and extraction20
Influence of pile-raft connection on lateral performance of combined pile-raft foundations adjacent to tunnelling19
Observed response of maglev structure undercrossed by three shield tunnels in soft soil19
Publisher Note19
Performance of a deep excavation and the influence on adjacent piles: A case history in karst region covered by clay and sand19
Support characteristics of flexible negative Poisson’s ratio anchor cable response to blasting impacts18
New framework of low-carbon city development of China: Underground space based integrated energy systems18
Development of an innovative THM fully coupled three-dimensional finite element program and its applications18
Investigation on instability mechanism and control of abandoned roadways in coal pillars recovery face: A case study18
Time-dependent behaviors of energy piles embedded in multilayered saturated transversely isotropic soils18
Field experience and numerical investigations of minifrac tests with flowback in low-permeability formations18
Intelligent classification model of surrounding rock of tunnel using drilling and blasting method18
Experimental investigation of face instability for tunnels in sandy cobble strata18
Investigation and measurement of old building response to the overlapped shield tunnel of multiple schemes in the sandy cobble stratum18
Failure mechanism and control technology of deep soft-rock roadways: Numerical simulation and field study16
Integrating the effect of abutments in estimating the average vertical stress of elastic hard rock pillars by combining numerical modelling and artificial neural networks16
MCS-based quantile value approach for reliability-based design of tunnel face support pressure16
Interpretation of an artificial ground freezing field trial at Fori Imperiali in Rome16
Numerical study on the use of soft material walls to enhance seismic performance of an existing tunnel16
Coupling analysis method of grouting construction with deformation response of adjacent existing tunnel16
Face stability analysis of a shield tunnel excavated along inclined strata15
Centrifuge study on behavior of raft foundation after tunnelling in soft clay15
Construction strategies for a NATM tunnel in São Paulo, Brazil, in residual soil15
Metal-soil interface adhesion in clay clogging during shield tunneling: Theoretical model and experimental validation15
Empirical approach for reliability evaluation of tunnel excavation stability using the Q rock mass classification system15
Seismic and vibration control of segmented isolation layer in underground structure-diaphragm wall system15
TBM performance prediction using LSTM-based hybrid neural network model: Case study of Baimang River tunnel project in Shenzhen, China15
Theoretical prediction of ground settlements due to shield tunneling in multi-layered soils considering process parameters15
The application of reinforcement learning to NATM tunnel design15
Numerical study on transverse deformation characteristics of shield tunnel subject to local soil loosening15
Large deformations in deep tunnels excavated in weak rocks: Study on Y-Basque high-speed railway tunnels in northern Spain14
Blast responses of shallow-buried prefabricated modular concrete tunnels reinforced by BFRP-steel bars14
Effect of stress path on the mechanical properties of calcareous sand14
Use of soft computing techniques for tunneling optimization of tunnel boring machines14
Prediction of interfaces of geological formations using the multivariate adaptive regression spline method14
Field measurement analysis of the influence of simultaneous construction of river channel and bridge on existing double shield tunnels13
Analytical solutions of limit support pressure and vertical earth pressure on cutting face for tunnels13
Experimental investigation on rockburst characteristics of highly stressed D-shape tunnel subjected to impact load13
Detecting soil mixing, grain size distribution, and clogging potential of tunnel excavation face by classification-regression algorithms using EPBM operational data13
Adaptive mutation sparrow search algorithm-Elman-AdaBoost model for predicting the deformation of subway tunnels13
Unpacking data-centric geotechnics13
Numerical prediction of ground vibrations induced by LPG boiling liquid expansion vapour explosion (BLEVE) inside a road tunnel13
Soft computing approach for prediction of surface settlement induced by earth pressure balance shield tunneling13
Integrated approach of predicting rock stability in high mountain valley underground caverns13
Study on influencing factors and prediction of peak particle velocity induced by roof pre-split blasting in underground13
Characteristics of deformation and defect of shield tunnel in coastal structured soil in China13
Influence of secondary lining thickness on mechanical behaviours of double-layer lining in large-diameter shield tunnels13
Effects of the excavation of deep foundation pits on an adjacent double-curved arch bridge13
Ground vibration analysis under combined seismic and high-speed train loads12
Effect of block geometry on the estimation of low volumetric block proportions: A tunneling-based computer bimrock model12
Mechanical parameter evolutions and deterioration constitutive model for ductile–brittle failure of surrounding rock in high-stress underground engineering12
Hybrid stacking ensemble algorithm and simulated annealing optimization for stability evaluation of underground entry-type excavations12
Model tests and corresponding numerical simulations on cave model subjected to thermo-mechanical loading12
Coal-rock interface real-time recognition based on the improved YOLO detection and bilateral segmentation network12
A practical ANN model for predicting the excavation-induced tunnel horizontal displacement in soft soils12
Numerical simulation and analysis of the pile underpinning technology used in shield tunnel crossings on bridge pile foundations12
Undrained stability of active trapdoors in two-layered clays12
Influence of extreme shallow jacked box tunnelling on underlying metro tunnels: A case study12
Novel numerical model to simulate water seepage through segmental gasketed joints of underwater shield tunnels considering the superimposed seepage squeezing effect12
Total loads modeling and geological adaptability analysis for mixed soil-rock tunnel boring machines12
Three-dimensional hydro-mechanical coupling numerical simulation of shield-driven cross-river twin tunnels: A case study11
Analysis of the dynamic response and damage characteristic for the tunnel under near-field blasts and far-field earthquakes11
Robust model for tunnel squeezing using Bayesian optimized classifiers with partially missing database11
Experimental study on the compression-shear performance of a new-type circumferential joint of shield tunnel11
Experimental investigation on the deformation characteristics of locking-steel- pipe (LSP) pile retaining structure during excavation in sand11
Experimental investigation on waterproofing performance of segmental joint with double gaskets for shield tunnel11
Tunneling beneath the pile-raft foundations of high-speed railways: Progressive arching deformation and pile settlement behavior11
Numerical investigation of pile responses induced by adjacent tunnel excavation in spatially variable clays11
Physical and mechanical response of large-diameter shield tunnel lining structure under non-uniform fire: A full-scale fire test-based study11
Rockburst in underground excavations: A review of mechanism, classification, and prediction methods11
Three-dimensional theoretical analysis of seepage field in front of shield tunnel face11
Experimental investigation on dynamic mechanical properties of sandy clay treated with alkali-activated metakaolin cement and discrete polypropylene fibers10
Numerical study of the mechanical process of long-distance replacement of the definitive lining in severely damaged highway tunnels10
Predicting jet-grout column diameter to mitigate the environmental impact using an artificial intelligence algorithm10
Investigation of three different cooling treatments on dynamic mechanical properties and fragmentation characteristics of granite subjected to thermal cycling10
Tunneling and deep excavations in spatially variable soil and rock masses: A short review10
Hybrid deep learning approach for rock tunnel deformation prediction based on spatio-temporal patterns10
Theoretical and experimental study on multiscale coupled Mohr–Coulomb shear strength criterion of fibre-reinforced sand10
Numerical and theoretical analysis on soil arching effect of prefabricated piles as deep foundation pit supports10
Novel wreck salvaging method using curved rectangular pipe basing method: A case study of “Yangtze River Estuary II” ancient shipwreck salvage project10
Experimental and numerical studies of the blast-induced overbreak and underbreak in underground roadways10
Endurance time history analysis of the seismic behavior and performance assessment of hydro-chemo-mechanical degradation-affected hydraulic tunnels with service time10
3D geological suitability evaluation for underground space based on the AHP-cloud model10
Experimental study on out-of-plane seismic performance of precast composite sidewalls of utility tunnel with grouting-sleeve joints10
Rapid acquisition and surface defects recognition based on panoramic image of small-section hydraulic tunnel10
Compressive strength prediction of sprayed concrete lining in tunnel engineering using hybrid machine learning techniques10
Radial flow behaviors of a rough Beishan granite fracture under normal and thermal loadings10
Smart technology applications for the optimal management of underground facilities10
Experimental study of the separated joint of an underground pipeline rehabilitated by cured-in-place pipe10
A measurable evaluation method of visual comfort in underground space by intelligent sorting and classification algorithms10
Interpretation of tangential and radial pressure cells in and on sprayed concrete tunnel linings10
Floor heave mechanism for gob-side entry retaining with concrete blocks and control method: A case study9
Deformation characteristics of ultra-deep circular shaft in soft soil: A case study9
Bidirectional seismic response of assembled monolithic subway station-aboveground structure system under artificial bedrock ground motions9
Numerical analysis on zone-divided deep excavation in soft clays using a new small strain elasto–plastic constitutive model9
Advanced stability analysis method for the tunnel face in jointed rock mass based on DFN-DEM9
Location monitoring approach of underground pipelines using time-sequential images9
Introduction to the first Jeme Tien Yow Lecture9
Performance and environmental impacts of deep foundation excavation in soft soils: A field and modeling-based case study in Nanjing, China9
Experimental study on the performance of shield tunnel tail grout in ground9
Rapid profiling rock mass quality underneath tunnel face for Sichuan-Xizang Railway9
Comprehensive evaluation of machine learning algorithms applied to TBM performance prediction9
Analysis of energy pile groups subjected to non-uniform thermal loadings8
Numerical analysis of tunnel segments strengthened by steel–concrete composites8
Permeability evolution of fluid-injection-reactivated granite fractures of contrasting roughnesses8
Deformation mechanism and limit support pressure of cutting steel plate during connection between pipes in large spacing using pipe curtain structure method8
Combined prediction of rockburst based on multiple factors and stacking ensemble algorithm8
Effect of pipe installation and external load on buried steel pipe responses: Experimental and numerical investigations8
Reliability-based robust geotechnical design of braced excavations considering multiple failure modes8
3D reconstruction and automatic leakage defect quantification of metro tunnel based on SfM-Deep learning method8
Managing underground legal boundaries in 3D - extending the CityGML standard8
Analytical solutions of ground settlement induced by yaw in a space curved shield tunnel8
Seismic behaviors of utility tunnel-soil system: With and without joint connections8
Multiscale method for identifying and marking the multiform fractures from visible-light rock-mass images8
Multi-objective optimization-based prediction of excavation-induced tunnel displacement8
Prediction of fracture initiation in cohesive soils based on data mining modelling and large-scale laboratory verification8
Key features of numerical models for the FE-simulation of deep tunnel advance by the NATM8
Performance-based three-level fortification goal and its application in anti-dislocation countermeasures: A case study of Shantou Submarine tunnel8
Data augmentation-assisted muck image recognition during shield tunnelling8
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