Underground Space

Papers
(The median citation count of Underground Space is 10. 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 2021-09-01 to 2025-09-01.)
ArticleCitations
Influence of erosion voids and traffic loads on buried large-diameter reinforced concrete pipes205
Novel pipe-roof method for a super shallow buried and large-span metro underground station160
Hydraulic head difference at two sides of suspended waterproof curtain during multi-grade dewatering of excavation123
Fatigue damage analysis of ballastless slab track in heavy-haul railway tunnels96
Pseudo-dynamic analysis of a 3D tunnel face in inclined weak strata82
Evaluation of the effect of using fiber reinforcement in tunnel linings for metro projects75
Experimental investigation and limit analysis of shield tunnel face failure mechanism in sand75
Analytical solution for tunnelling-induced response of an overlying pipeline considering gap formation75
New method to identify optimal discontinuity set number of rock tunnel excavation face orientation based on Fisher mixed evaluation74
Analytical model for the sealant performance of tunnel gasketed joints based on multi-scale contact and percolation theories70
Fluid-solid coupling numerical simulation of micro-disturbance grouting treatment for excessive deformation of shield tunnel68
Multidimensional seismic fragility analysis of subway station structures using the adaptive bandwidth kernel density estimation and Copula function66
Imbalanced rock burst assessment using variational autoencoder-enhanced gradient boosting algorithms and explainability65
Horizontal convergence reconstruction in the longitudinal direction for shield tunnels based on conditional random field65
Multi-source data integration and multi-scale modeling framework for progressive prediction of complex geological interfaces in tunneling62
Deep learning to evaluate seismic-induced soil liquefaction and modified transfer learning between various data sources59
Study on influence of key blasthole parameters on tunnel overbreak58
Influence of the spatial distribution of underground tunnel group on its blasting vibration response56
A simulation-based software to support the real-time operational parameters selection of tunnel boring machines54
The analysis of the optimal scalar and vector intensity measurements for seismic performance assessment of deep-buried hydraulic arched tunnels53
Determination of groundwater buoyancy reduction coefficient in clay: Model tests, numerical simulations and machine learning methods50
Mechanism and preventive measures of slurry leakage at shield tail brushes under abnormal shutdown condition—A case study47
Use of GIS and BIM for the integration of tunnel design and construction process in conventional tunneling44
Goaf risk prediction based on IAOA–SVM and numerical simulation: A case study44
Influential factors of spatial performance in metro-led urban underground public space: A case study in Shanghai43
Numerical analysis of a deep and oversized group excavation: A case study43
3D suitability evaluation of urban underground space using a variable weight method and considering ground restrictions43
Test and damage assessment of shallow buried RC tunnel under explosion42
Effect of confining pressure on rock breaking by high-pressure waterjet-assisted TBM41
Bayesian ensemble methods for predicting ground deformation due to tunnelling with sparse monitoring data38
Creep damage constitutive model of rock based on the mechanisms of crack-initiated damage and extended damage38
Overall smoke control performance using naturally ventilated shafts in tunnel fires with multiple fire sources38
Risks analysis of large diameter slurry shield tunneling in urban area38
Real-time assessment of tunnelling-induced damage to structures within the building information modelling framework37
Digitalization of mechanical and physical properties of Singapore Bukit Timah granite rocks based on borehole data from four sites37
An improved artificial bee colony-random forest (IABC-RF) model for predicting the tunnel deformation due to an adjacent foundation pit excavation37
Seepage flow around twin circular tunnels in anisotropic ground revealed by an analytical solution37
Numerical and analytical studies on the coupling effects of unloading and cutterhead vibration on tunnel face in dry sandy ground37
Assessment of basal heave stability for braced excavations in anisotropic clay using extreme gradient boosting and random forest regression36
TBM penetration rate prediction based on the long short-term memory neural network36
Back analysis of geomechanical parameters based on a data augmentation algorithm and machine learning technique35
Characteristics of the crack tip field in high-speed railway tunnel linings under train-induced aerodynamic shockwaves34
Field monitoring and instrumentation in microtunnelling/pipe jacking: A review and future directions33
Prediction of the geological indicators in TBM tunnel based on optimized proportion of surrounding rock grades32
Diffusion law and diffusion model for backfill grouting in loess shield tunnel at different soil moisture32
Predicting excavation-induced lateral displacement using improved particle swarm optimization and extreme learning machine with sparse measurements32
Solute transport in stochastic discrete fracture-matrix systems: Impact of network structure32
Effect of blast inside tunnel on surrounding soil mass, tunnel lining, and superstructure for varying shapes of tunnels31
Fragility assessment of tunnels in soft soils using artificial neural networks30
Seismic ahead-prospecting based on deep learning of retrieving seismic wavefield30
Negative Poisson’s ratio cable compensation support for 32 m super-large-span highway tunnel: A case study30
Heterogeneity of field cemented rockfill at a Canadian hard-rock mine30
Impact and explosion resistance of NPR anchor cable: Field test and numerical simulation30
Significance and methodology: Preprocessing the big data for machine learning on TBM performance30
Regional 3D geological modeling along metro lines based on stacking ensemble model29
Shear behaviour of anchored jointed rock mass under different engineering conditions considering damage and joint surface morphology28
Experimental and numerical simulation on the sliding process of roof rock blocks triggered by dynamic disturbance28
TIM-FEM-ML synthetic technology for longitudinal optimization of tunnel excavated in the interlayered rock mass28
Seismic response of deep circular tunnels subjected to S-waves: Axial bending28
Analysis of the influence of geometrical parameters of circular steel pipe with flange plate on the jacking force28
Regional characterization of vs30 with hybrid geotechnical and geological data27
Novel stacking models based on SMOTE for the prediction of rockburst grades at four deep gold mines27
Fractional viscoelastic solution of stratum displacement of a shallow tunnel under the surface slope condition27
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 simulation27
Hygrothermal behavior of energy diaphragm wall and the induced heat and moisture interaction with adjacent underground space27
Large post-liquefaction deformation of sand: Mechanisms and modeling considering water absorption in shearing and seismic wave conditions26
Investigation of cracking mechanism of the first tunnel lining during double-arch tunnel construction26
Assessing clogging potential and optimizing driving parameter of slurry shield tunneling in clay stratum assisted with CFD-DEM modeling26
Review of transparent soil model testing technique for underground construction: Ground visualization and result digitalization26
Dynamic response of water-rich tunnel subjected to plane P wave considering excavation induced damage zone26
Seismic response of tunnel near fault fracture zone under incident SV waves26
A review of fracture mechanic behaviors of rocks containing various defects24
RM2D: An automated and robust laser-based framework for mobile tunnel deformation detection24
Effect of local openings on bearing behavior and failure mechanism of shield tunnel segments24
Intelligent rockburst prediction model with sample category balance using feedforward neural network and Bayesian optimization23
Experimental study on shield tunnel seepage control via microbially induced calcite precipitation23
Numerical studies on the synergistic effects of smoke extraction and control performance by mechanical ventilation shafts during tunnel fires23
Closed-form solution for dynamic responses of shaft-tunnel junction under uniform P waves23
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 structures23
Transfer learning-based encoder-decoder model with visual explanations for infrastructure crack segmentation: New open database and comprehensive evaluation23
Evaluation of fault stability and seismic potential for Hutubi underground gas storage due to seasonal injection and extraction22
Prediction of lining response for twin tunnels constructed in anisotropic clay using machine learning techniques22
BIM-based framework of automatic tunnel segment assembly and deviation control22
Numerical analyses of coupled thermo-mechanical behaviors of cement sheath in geothermal wells21
Review of analytical methods for stress and deformation analysis of buried water pipes considering pipe-soil interaction21
Influence of permeability anisotropy of seepage flow on the tunnel face stability21
DEM study on effect of particle roundness on biaxial shearing of sand21
Drainage-induced ground response in a twin-tunnel system through analytical prediction over the seepage field21
Shield tunneling efficiency and stability enhancement based on interpretable machine learning and multi-objective optimization20
Publisher Note20
New framework of low-carbon city development of China: Underground space based integrated energy systems20
Progressive failure of water-filled karst cave of stratified tunnel using coupled discontinuous smoothed particle hydrodynamics method20
Performance of a deep excavation and the influence on adjacent piles: A case history in karst region covered by clay and sand20
Experimental investigation of face instability for tunnels in sandy cobble strata20
Observed response of maglev structure undercrossed by three shield tunnels in soft soil20
Electrochemical deposition method to repair leakage cracks in underground structures: Principle, laboratory experiment and field implementation20
Investigation on instability mechanism and control of abandoned roadways in coal pillars recovery face: A case study20
Influence of pile-raft connection on lateral performance of combined pile-raft foundations adjacent to tunnelling20
High-precision segmentation and quantification of tunnel lining crack using an improved DeepLabV3+19
Development of an innovative THM fully coupled three-dimensional finite element program and its applications19
Support characteristics of flexible negative Poisson’s ratio anchor cable response to blasting impacts19
Intelligent classification model of surrounding rock of tunnel using drilling and blasting method19
Investigation and measurement of old building response to the overlapped shield tunnel of multiple schemes in the sandy cobble stratum19
Interpretation of an artificial ground freezing field trial at Fori Imperiali in Rome18
Coupling analysis method of grouting construction with deformation response of adjacent existing tunnel18
Theoretical prediction of ground settlements due to shield tunneling in multi-layered soils considering process parameters18
MCS-based quantile value approach for reliability-based design of tunnel face support pressure18
Empirical approach for reliability evaluation of tunnel excavation stability using the Q rock mass classification system18
Face stability analysis of a shield tunnel excavated along inclined strata18
The application of reinforcement learning to NATM tunnel design18
Numerical study on the use of soft material walls to enhance seismic performance of an existing tunnel18
Integrating the effect of abutments in estimating the average vertical stress of elastic hard rock pillars by combining numerical modelling and artificial neural networks18
Time-dependent behaviors of energy piles embedded in multilayered saturated transversely isotropic soils18
Failure mechanism and control technology of deep soft-rock roadways: Numerical simulation and field study17
TBM performance prediction using LSTM-based hybrid neural network model: Case study of Baimang River tunnel project in Shenzhen, China17
Blast responses of shallow-buried prefabricated modular concrete tunnels reinforced by BFRP-steel bars17
Centrifuge study on behavior of raft foundation after tunnelling in soft clay17
Seismic and vibration control of segmented isolation layer in underground structure-diaphragm wall system17
Large deformations in deep tunnels excavated in weak rocks: Study on Y-Basque high-speed railway tunnels in northern Spain17
Numerical study on transverse deformation characteristics of shield tunnel subject to local soil loosening17
Effect of stress path on the mechanical properties of calcareous sand17
Construction strategies for a NATM tunnel in São Paulo, Brazil, in residual soil17
Metal-soil interface adhesion in clay clogging during shield tunneling: Theoretical model and experimental validation17
Adaptive mutation sparrow search algorithm-Elman-AdaBoost model for predicting the deformation of subway tunnels16
Unpacking data-centric geotechnics16
Integrated approach of predicting rock stability in high mountain valley underground caverns16
Experimental investigation on rockburst characteristics of highly stressed D-shape tunnel subjected to impact load16
Field measurement analysis of the influence of simultaneous construction of river channel and bridge on existing double shield tunnels16
Characteristics of deformation and defect of shield tunnel in coastal structured soil in China16
Analytical solutions of limit support pressure and vertical earth pressure on cutting face for tunnels16
Numerical prediction of ground vibrations induced by LPG boiling liquid expansion vapour explosion (BLEVE) inside a road tunnel16
Study on influencing factors and prediction of peak particle velocity induced by roof pre-split blasting in underground16
Detecting soil mixing, grain size distribution, and clogging potential of tunnel excavation face by classification-regression algorithms using EPBM operational data16
A practical ANN model for predicting the excavation-induced tunnel horizontal displacement in soft soils15
Effects of the excavation of deep foundation pits on an adjacent double-curved arch bridge15
Novel numerical model to simulate water seepage through segmental gasketed joints of underwater shield tunnels considering the superimposed seepage squeezing effect15
Enhancing data reuse in tunnelling site investigation through transfer learning-based historical data mining15
Ground vibration analysis under combined seismic and high-speed train loads15
Intelligent optimization of TBM cutter spacing and FDEM-based investigation of rock breakage considering brittleness15
Mechanical parameter evolutions and deterioration constitutive model for ductile–brittle failure of surrounding rock in high-stress underground engineering15
Influence of extreme shallow jacked box tunnelling on underlying metro tunnels: A case study15
Effect of block geometry on the estimation of low volumetric block proportions: A tunneling-based computer bimrock model15
Hybrid stacking ensemble algorithm and simulated annealing optimization for stability evaluation of underground entry-type excavations15
Total loads modeling and geological adaptability analysis for mixed soil-rock tunnel boring machines14
Coal-rock interface real-time recognition based on the improved YOLO detection and bilateral segmentation network14
Robust model for tunnel squeezing using Bayesian optimized classifiers with partially missing database14
Cutting-edge approaches to specific energy prediction in TBM disc cutters: Integrating COSSA-RF model with three interpretative techniques14
Three-dimensional theoretical analysis of seepage field in front of shield tunnel face14
Experimental investigation on the deformation characteristics of locking-steel- pipe (LSP) pile retaining structure during excavation in sand14
Influence of secondary lining thickness on mechanical behaviours of double-layer lining in large-diameter shield tunnels14
3D geological suitability evaluation for underground space based on the AHP-cloud model14
Numerical investigation of pile responses induced by adjacent tunnel excavation in spatially variable clays14
Hybrid deep learning approach for rock tunnel deformation prediction based on spatio-temporal patterns14
A measurable evaluation method of visual comfort in underground space by intelligent sorting and classification algorithms14
Model tests and corresponding numerical simulations on cave model subjected to thermo-mechanical loading14
Bleed-off control on post-injection seismicity in enhanced geothermal systems14
Analysis of the dynamic response and damage characteristic for the tunnel under near-field blasts and far-field earthquakes14
Experimental investigation on waterproofing performance of segmental joint with double gaskets for shield tunnel14
Numerical and theoretical analysis on soil arching effect of prefabricated piles as deep foundation pit supports13
Physical and mechanical response of large-diameter shield tunnel lining structure under non-uniform fire: A full-scale fire test-based study13
Tunneling and deep excavations in spatially variable soil and rock masses: A short review13
Interpretation of tangential and radial pressure cells in and on sprayed concrete tunnel linings13
Numerical study of the mechanical process of long-distance replacement of the definitive lining in severely damaged highway tunnels13
Three-dimensional hydro-mechanical coupling numerical simulation of shield-driven cross-river twin tunnels: A case study13
Rockburst in underground excavations: A review of mechanism, classification, and prediction methods13
Experimental study on out-of-plane seismic performance of precast composite sidewalls of utility tunnel with grouting-sleeve joints13
Theoretical and experimental study on multiscale coupled Mohr–Coulomb shear strength criterion of fibre-reinforced sand13
Location monitoring approach of underground pipelines using time-sequential images13
Tunneling beneath the pile-raft foundations of high-speed railways: Progressive arching deformation and pile settlement behavior13
Experimental study on the compression-shear performance of a new-type circumferential joint of shield tunnel13
Rapid acquisition and surface defects recognition based on panoramic image of small-section hydraulic tunnel13
Experimental investigation on dynamic mechanical properties of sandy clay treated with alkali-activated metakaolin cement and discrete polypropylene fibers13
Endurance time history analysis of the seismic behavior and performance assessment of hydro-chemo-mechanical degradation-affected hydraulic tunnels with service time12
Experimental study on the performance of shield tunnel tail grout in ground12
Numerical analysis on zone-divided deep excavation in soft clays using a new small strain elasto–plastic constitutive model12
Performance and environmental impacts of deep foundation excavation in soft soils: A field and modeling-based case study in Nanjing, China12
Compressive strength prediction of sprayed concrete lining in tunnel engineering using hybrid machine learning techniques12
Radial flow behaviors of a rough Beishan granite fracture under normal and thermal loadings12
Comprehensive evaluation of machine learning algorithms applied to TBM performance prediction12
Multi-objective optimization-based prediction of excavation-induced tunnel displacement11
Permeability evolution of fluid-injection-reactivated granite fractures of contrasting roughnesses11
Deformation characteristics of ultra-deep circular shaft in soft soil: A case study11
Investigation of three different cooling treatments on dynamic mechanical properties and fragmentation characteristics of granite subjected to thermal cycling11
Optimizing microseismic sensor networks in underground space using Cramér–Rao Lower Bound and improved genetic encoding11
Introduction to the first Jeme Tien Yow Lecture11
Smart technology applications for the optimal management of underground facilities11
Experimental study of the separated joint of an underground pipeline rehabilitated by cured-in-place pipe11
Novel wreck salvaging method using curved rectangular pipe basing method: A case study of “Yangtze River Estuary II” ancient shipwreck salvage project11
Bidirectional seismic response of assembled monolithic subway station-aboveground structure system under artificial bedrock ground motions11
Deformation mechanism and limit support pressure of cutting steel plate during connection between pipes in large spacing using pipe curtain structure method11
Floor heave mechanism for gob-side entry retaining with concrete blocks and control method: A case study11
Advanced stability analysis method for the tunnel face in jointed rock mass based on DFN-DEM11
Experimental and numerical studies of the blast-induced overbreak and underbreak in underground roadways11
Numerical analysis of tunnel segments strengthened by steel–concrete composites10
3D reconstruction and automatic leakage defect quantification of metro tunnel based on SfM-Deep learning method10
Reliability-based robust geotechnical design of braced excavations considering multiple failure modes10
Rapid profiling rock mass quality underneath tunnel face for Sichuan-Xizang Railway10
Managing underground legal boundaries in 3D - extending the CityGML standard10
Evaluation of greenhouse gas emissions in subway tunnel construction10
Prediction of fracture initiation in cohesive soils based on data mining modelling and large-scale laboratory verification10
Model test on the effects of shield machine cutterhead vibration on tunnel face stability in sandy ground10
Key features of numerical models for the FE-simulation of deep tunnel advance by the NATM10
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