Underground Space

Papers
(The TQCC of Underground Space is 15. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2020-11-01 to 2024-11-01.)
ArticleCitations
Soft computing approach for prediction of surface settlement induced by earth pressure balance shield tunneling154
Estimation of the TBM advance rate under hard rock conditions using XGBoost and Bayesian optimization151
Deformation analysis and safety assessment of existing metro tunnels affected by excavation of a foundation pit97
Rockburst in underground excavations: A review of mechanism, classification, and prediction methods80
Underground space use of urban built-up areas in the central city of Nanjing: Insight based on a dynamic population distribution80
Scientific problems and research proposals for Sichuan–Tibet railway tunnel construction75
Stability analysis of underground mine hard rock pillars via combination of finite difference methods, neural networks, and Monte Carlo simulation techniques69
Centrifuge modelling of tunnelling below existing twin tunnels with different types of support66
Assessment of basal heave stability for braced excavations in anisotropic clay using extreme gradient boosting and random forest regression59
Use of soft computing techniques for tunneling optimization of tunnel boring machines55
Prediction of lining response for twin tunnels constructed in anisotropic clay using machine learning techniques50
TBM penetration rate prediction based on the long short-term memory neural network49
Tunneling and deep excavations in spatially variable soil and rock masses: A short review49
Long rectangular box jacking project: A case study48
Design equation for stability of a circular tunnel in anisotropic and heterogeneous clay46
Unpacking data-centric geotechnics45
Evaluation of the propensity of strain burst in brittle granite based on post-peak energy analysis41
Intelligent rockburst prediction model with sample category balance using feedforward neural network and Bayesian optimization41
Numerical simulation and analysis of the pile underpinning technology used in shield tunnel crossings on bridge pile foundations39
State of the art review of the large deformation rock bolts37
An improved artificial bee colony-random forest (IABC-RF) model for predicting the tunnel deformation due to an adjacent foundation pit excavation37
Effect of rock bolt support mechanism on tunnel deformation in jointed rockmass: A numerical approach37
Three-dimensional theoretical analysis of seepage field in front of shield tunnel face34
Significance and methodology: Preprocessing the big data for machine learning on TBM performance33
Novel SfM-DLT method for metro tunnel 3D reconstruction and Visualization32
Effects of underground explosions on soil and structures32
Neural network and support vector machine models for the prediction of the liquefaction-induced uplift displacement of tunnels32
Feedback on a shared big dataset for intelligent TBM Part I: Feature extraction and machine learning methods31
Seismic behaviors of utility tunnel-soil system: With and without joint connections31
3D reconstruction and automatic leakage defect quantification of metro tunnel based on SfM-Deep learning method30
Experimental and numerical studies of the blast-induced overbreak and underbreak in underground roadways30
Fragility assessment of tunnels in soft soils using artificial neural networks30
Stability of active trapdoors in axisymmetry29
Longitudinal mechanical response of tunnels under active normal faulting29
Attention-based LSTM predictive model for the attitude and position of shield machine in tunneling28
Stability analysis on tunnels with karst caves using the distinct lattice spring model28
Automatic tunnel lining crack detection via deep learning with generative adversarial network-based data augmentation28
A review on effects of different factors on gas explosions in underground structures27
Large deformations in deep tunnels excavated in weak rocks: Study on Y-Basque high-speed railway tunnels in northern Spain26
Prediction of interfaces of geological formations using the multivariate adaptive regression spline method26
Influence of permeability anisotropy of seepage flow on the tunnel face stability26
Effects of jet grouting slabs on responses for deep braced excavations25
Response of operating metro tunnels to compensation grouting of an underlying large-diameter shield tunnel: A case study in Hangzhou25
Reliability analysis of TBM disc cutters under different conditions24
Intelligent classification model of surrounding rock of tunnel using drilling and blasting method24
Behaviours of existing shield tunnels due to tunnelling underneath considering asymmetric ground settlements23
Surface settlements induced by twin tunneling in silty sand23
Estimation of failure probability in braced excavation using Bayesian networks with integrated model updating22
Building three-dimensional pedestrian networks in cities22
Multi-objective optimization-based prediction of excavation-induced tunnel displacement22
Artificial neural network with a cross-validation approach to blast-induced ground vibration propagation modeling22
Spatial distribution model of the filling and diffusion pressure of synchronous grouting in a quasi-rectangular shield and its experimental verification21
Stability prediction of underground entry-type excavations based on particle swarm optimization and gradient boosting decision tree21
Numerical analysis on zone-divided deep excavation in soft clays using a new small strain elasto–plastic constitutive model21
Numerical study on transverse deformation characteristics of shield tunnel subject to local soil loosening20
3D geological suitability evaluation for underground space based on the AHP-cloud model20
Groundwater-related aspects during the development of deep excavations below the water table: A short review20
A review of unloading-induced fault instability20
Numerical investigation on temperature–humidity field under mechanical ventilation in the construction period of hot-humid tunnel along the Sichuan–Tibet Railway20
Modified ground response curve (GRC) in strain-softening rock mass based on the generalized Zhang-Zhu strength criterion considering over-excavation19
Experimental investigation of face instability for tunnels in sandy cobble strata19
Visualization and digitization of model tunnel deformation via transparent soil testing technique19
Failure mechanism and control technology of deep soft-rock roadways: Numerical simulation and field study18
New framework of low-carbon city development of China: Underground space based integrated energy systems18
Influence of cutterhead opening ratio on soil arching effect and face stability during tunnelling through non-uniform soils18
Advanced stability analysis method for the tunnel face in jointed rock mass based on DFN-DEM18
Rockburst prediction and prevention in underground space excavation18
Undrained stability of active trapdoors in two-layered clays18
Numerical simulation of smoke stratification in tunnel fires under longitudinal velocities18
Comprehensive safety evaluation method of surrounding rock during underground cavern construction18
Numerical investigation of pile responses induced by adjacent tunnel excavation in spatially variable clays18
An experimental evaluation of pile-anchor strengthening mechanics for existing tunnels in landslide region17
Smart technology applications for the optimal management of underground facilities17
Failure responses of rock tunnel faces during excavation through the fault-fracture zone17
BIM for the Underground – An enabler of trenchless construction17
Face stability analysis of a shield tunnel excavated along inclined strata17
Numerical modeling for a simulated rockburst experiment using LS-DYNA17
Predicting jet-grout column diameter to mitigate the environmental impact using an artificial intelligence algorithm17
Numerical evaluation of segmental tunnel lining with voids in outside backfill17
Feedback on a shared big dataset for intelligent TBM Part II: Application and forward look16
A practical ANN model for predicting the excavation-induced tunnel horizontal displacement in soft soils16
Blast responses of shallow-buried prefabricated modular concrete tunnels reinforced by BFRP-steel bars16
Novel pipe-roof method for a super shallow buried and large-span metro underground station16
DEM study on effect of particle roundness on biaxial shearing of sand16
Review of transparent soil model testing technique for underground construction: Ground visualization and result digitalization16
Prediction of ground settlements induced by twin shield tunnelling in rock and soil – A case study15
Impact and explosion resistance of NPR anchor cable: Field test and numerical simulation15
Digitalization of mechanical and physical properties of Singapore Bukit Timah granite rocks based on borehole data from four sites15
Strength test of 3D printed artificial rock mass with pre-existing fracture15
Dynamic strain field for granite specimen under SHPB impact tests based on stress wave propagation15
Construction strategies for a NATM tunnel in São Paulo, Brazil, in residual soil15
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