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Visualization and digitization of model tunnel deformation via transparent soil testing technique

https://doi.org/10.1016/j.undsp.2020.05.004
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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1002/nag.194openalex-snapshot
Three‐dimensional finite element analysis of the interaction between tunneling and pile foundations
inferredcites →https://doi.org/10.1002/nag.2306openalex-snapshot
Numerical study of pillar stresses and interaction effects for twin rock caverns
inferredcites →https://doi.org/10.1007/s10064-016-0937-8openalex-snapshot
Determination of earth pressure balance tunnel-related maximum surface settlement: a multivariate adaptive regression splines approach
inferredcites →https://doi.org/10.1007/s12665-010-0530-6openalex-snapshot
Surface settlement predictions for Istanbul Metro tunnels excavated by EPB-TBM
inferredcites →https://doi.org/10.1016/0148-9062(83)91768-0openalex-snapshot
831153 Settlement above tunnels in the United Kingdom — their magnitude and prediction
inferredcites →https://doi.org/10.1016/b978-0-444-41784-8.50011-3openalex-snapshot
Design and Performance of Excavations and Tunnels in Soft Clay
inferredcites →https://doi.org/10.1016/j.compgeo.2012.09.016openalex-snapshot
Multivariate adaptive regression splines for analysis of geotechnical engineering systems
inferredcites →https://doi.org/10.1016/j.compgeo.2020.103631openalex-snapshot
Numerical study of the performance of jet grout piles for braced excavations in soft clay
inferredcites →https://doi.org/10.1016/j.gsf.2019.12.003openalex-snapshot
State-of-the-art review of soft computing applications in underground excavations
inferredcites →https://doi.org/10.1016/j.gsf.2020.03.003openalex-snapshot
Estimation of diaphragm wall deflections for deep braced excavation in anisotropic clays using ensemble learning
inferredcites →https://doi.org/10.1016/j.ijrmms.2006.09.013openalex-snapshot
FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations
inferredcites →https://doi.org/10.1016/j.ijrmms.2012.07.012openalex-snapshot
Reliability assessment of stability of underground rock caverns
inferredcites →https://doi.org/10.1016/j.tust.2004.08.009openalex-snapshot
Analytical solution for tunnelling-induced ground movement in clays
inferredcites →https://doi.org/10.1016/j.tust.2005.06.003openalex-snapshot
Tunnel stability and arching effects during tunneling in soft clayey soil
inferredcites →https://doi.org/10.1016/j.tust.2005.12.059openalex-snapshot
The use of model tests to investigate the ground displacements associated with multiple tunnel construction in soil
inferredcites →https://doi.org/10.1016/j.tust.2007.02.003openalex-snapshot
Physical modeling of tunnels in soft ground: A review
inferredcites →https://doi.org/10.1016/j.tust.2011.08.001openalex-snapshot
Evaluation of tunnel face stability by transparent soil models
inferredcites →https://doi.org/10.1016/j.tust.2018.01.020openalex-snapshot
Application of transparent soil model test and DEM simulation in study of tunnel failure mechanism
inferredcites →https://doi.org/10.1016/j.tust.2019.03.013openalex-snapshot
Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties
inferredcites →https://doi.org/10.1016/j.undsp.2019.12.001openalex-snapshot
Use of soft computing techniques for tunneling optimization of tunnel boring machines
inferredcites →https://doi.org/10.1016/j.undsp.2019.12.003openalex-snapshot
Soft computing approach for prediction of surface settlement induced by earth pressure balance shield tunneling
inferredcites →https://doi.org/10.1016/j.undsp.2020.02.007openalex-snapshot
Prediction of lining response for twin tunnels constructed in anisotropic clay using machine learning techniques
inferredcites →https://doi.org/10.1016/j.undsp.2020.03.003openalex-snapshot
Tunneling and deep excavations in spatially variable soil and rock masses: A short review
inferredcites →https://doi.org/10.1016/s0886-7798(01)00048-7openalex-snapshot
Optimized back-analysis for tunneling-induced ground movement using equivalent ground loss model
inferredcites →https://doi.org/10.1016/s0886-7798(01)00068-2openalex-snapshot
Predictions of ground deformations in shallow tunnels in clay
inferredcites →https://doi.org/10.1061/(asce)0733-9399(2001)127:12(1258)openalex-snapshot
Analytical Solutions for Shallow Tunnels in Saturated Ground
inferredcites →https://doi.org/10.1061/(asce)1090-0241(1998)124:9(846)openalex-snapshot
Analytical Prediction for Tunneling-Induced Ground Movements in Clays
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000456openalex-snapshot
Analysis of Tunneling-Induced Ground Movements Using Transparent Soil Models
inferredcites →https://doi.org/10.1061/41041(348)18openalex-snapshot
Visualizing 3-D Internal Soil Deformation Using Laser Speckle and Transparent Soil Techniques
inferredcites →https://doi.org/10.1061/ajgeb6.0000402openalex-snapshot
Subsidence above Shallow Tunnels in Soft Ground
inferredcites →https://doi.org/10.1080/02533839.2004.9670957openalex-snapshot
Ground movement and tunnel stability when tunneling in sandy ground
inferredcites →https://doi.org/10.1139/cgj-2012-0423openalex-snapshot
Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand
inferredcites →https://doi.org/10.1139/t01-075openalex-snapshot
Geotechnical properties of transparent silica
inferredcites →https://doi.org/10.1139/t02-073openalex-snapshot
Prediction and analysis of subsidence induced by shield tunnelling in the Madrid Metro extension
inferredcites →https://doi.org/10.1139/t74-039openalex-snapshot
Ground Deformations Resulting from Shield Tunnelling in London Clay
inferredcites →https://doi.org/10.1144/gsl.eng.1988.005.01.06openalex-snapshot
Ground movements resulting from urban tunnelling: predictions and effects
inferredcites →https://doi.org/10.1680/geot.1993.43.2.315openalex-snapshot
Subsurface settlement profiles above tunnels in clays
inferredcites →https://doi.org/10.1680/geot.1996.46.4.753openalex-snapshot
Surface settlements due to deformation of a tunnel in an elastic half plane
inferredcites →https://doi.org/10.1680/geot.1998.48.5.709openalex-snapshot
Surface settlements due to deformation of a tunnel in an elastic half plane
inferredcites →https://doi.org/10.1680/jgeot.16.p.099openalex-snapshot
Measured short-term ground surface response to EPBM tunnelling in London Clay

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

inferred← citeshttps://doi.org/10.2139/ssrn.4656250openalex-extracted
Experimental and Numerical Study of the Failure Mechanism and Stability of Tunnel Linings Under Different Cavity Conditions
inferred← citeshttps://doi.org/10.1002/dug2.12034openalex-snapshot
Development of urban underground space in coastal cities in China: A review
inferred← citeshttps://doi.org/10.1002/nag.70423openalex-snapshot
Thermal‐Mechanical Solution of Saturated Soft Soil around a Semi‐Permeable Tunnel Considering Internal Heat Effects
inferred← citeshttps://doi.org/10.1007/s11440-022-01718-yopenalex-snapshot
Ground displacements and stresses around a non-uniformly deforming circular tunnel in elastic media using complex variable method
inferred← citeshttps://doi.org/10.1007/s11440-023-02208-5openalex-snapshot
Strengthening mechanism of plum blossom pile composite foundation
inferred← citeshttps://doi.org/10.1007/s11665-025-12872-1openalex-snapshot
Transparent Soil: A Review of Material Innovation, Optical Imaging Technique, and Multidisciplinary Application
inferred← citeshttps://doi.org/10.1007/s13369-020-05256-1openalex-snapshot
Model Test of Interaction Between Load-Caused Landslide and Double-Row Anti-slide Piles by Transparent Soil Material
inferred← citeshttps://doi.org/10.1007/s43939-024-00144-zopenalex-snapshot
Stress-deformation and stability challenges in Himalayan tunnels: impact of geological discontinuities
inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104608openalex-snapshot
Analytical model for tunnel face stability in longitudinally inclined layered rock masses with weak interlayer
inferred← citeshttps://doi.org/10.1016/j.compgeo.2023.106003openalex-snapshot
Analysis of tunneling-induced ground movements in spatially variable soil under the influence of existing building
inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107369openalex-snapshot
Probabilistic analysis of tunnel deformation and ground surface settlement induced by surcharge in spatially variable soil
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2023.107226openalex-snapshot
Effect of horizontal stress on the mesoscopic deformation and failure mechanism of layered surrounding rock masses in tunnels
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2024.108412openalex-snapshot
Experimental and numerical study of the failure mechanism and stability of tunnel linings under different cavity conditions
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2024.108861openalex-snapshot
Visualization investigation of the large deformation and instability failure of shield tunnel using transparent soil models
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2022.112441openalex-snapshot
Centrifuge model tests on anchor pile of single point mooring system under oblique pullout load using transparent sand
inferred← citeshttps://doi.org/10.1016/j.trgeo.2025.101496openalex-snapshot
Effect of soil arching evolution on tunnel face stability considering spatially variable sandy soils
inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102067openalex-snapshot
Copula-based system reliability analysis of shallow-buried rectangular tunnels considering groundwater and multiple failure modes
inferred← citeshttps://doi.org/10.1016/j.tust.2021.104113openalex-snapshot
Volume loss and face pressure evaluation in Tehran metro line 6, south extension
inferred← citeshttps://doi.org/10.1016/j.tust.2021.104317openalex-snapshot
Probabilistic analysis for twin tunneling-induced longitudinal responses of existing shield tunnel
inferred← citeshttps://doi.org/10.1016/j.tust.2023.105011openalex-snapshot
3D large-deformation modelling on face instability and sinkhole formation during tunnelling through non-uniform soils
inferred← citeshttps://doi.org/10.1016/j.tust.2024.106128openalex-snapshot
A confident learning-based support vector machine for robust ground classification in noisy label environments
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106974openalex-snapshot
Prediction of tunnel surrounding rock deformation using CNN-BiLSTM-attention model incorporating a novel index: Excavation factor
inferred← citeshttps://doi.org/10.1016/j.tust.2025.107332openalex-snapshot
Physical modelling of face stability and ground settlement in EPB shield tunnelling incorporating dynamic cutterhead–soil interaction
inferred← citeshttps://doi.org/10.1016/j.undsp.2022.07.001openalex-snapshot
Study on influence of key blasthole parameters on tunnel overbreak
inferred← citeshttps://doi.org/10.1016/j.undsp.2022.10.004openalex-snapshot
Experimental investigation of face instability for tunnels in sandy cobble strata
inferred← citeshttps://doi.org/10.1016/j.undsp.2023.11.003openalex-snapshot
Influence of cutterhead opening ratio on soil arching effect and face stability during tunnelling through non-uniform soils
inferred← citeshttps://doi.org/10.1016/j.undsp.2024.04.008openalex-snapshot
Hybrid deep learning approach for rock tunnel deformation prediction based on spatio-temporal patterns
inferred← citeshttps://doi.org/10.1038/s41598-024-58507-8openalex-snapshot
Innovative numerical modeling for predicting soil relaxation in the design of twin circular culverts
inferred← citeshttps://doi.org/10.1155/2021/6236455openalex-snapshot
Hydrogeology Response to the Coordinated Mining of Coal and Uranium: A Transparent Physical Experiment
inferred← citeshttps://doi.org/10.1371/journal.pone.0350629openalex-snapshot
Visualization of grout diffusion in coarse-grained materials using transparent soil: Effects of Fine particle content
inferred← citeshttps://doi.org/10.1680/jphmg.24.00034openalex-snapshot
Impact of deep braced excavation on the deformation of existing tunnel by way of transparent soil model test
inferred← citeshttps://doi.org/10.1680/jphmg.24.00066openalex-snapshot
Development of a transparent layered model for the study of pile-supported embankments on soft soils
inferred← citeshttps://doi.org/10.21203/rs.3.rs-10719480/v1openalex-snapshot
Interaction Mechanism of Tunnel Excavation and Overlying Building Loads in Shallow-Buried Coastal Urban Tunnels
inferred← citeshttps://doi.org/10.31274/td-20240329-735openalex-snapshot
The development of the use of magnetic particle rotation in soil ground improvement
inferred← citeshttps://doi.org/10.3389/feart.2021.779578openalex-snapshot
Deterioration and Cavity of Surrounding Rocks at the Bottom of Tunnel Under the Combined Action of Heavy-Haul Load and Groundwater: An Experimental Study
inferred← citeshttps://doi.org/10.3390/app13010590openalex-snapshot
Experimental Study on Destruction Mode and Influence Factors of the Gridded Hard Crust Using Transparent Soil
inferred← citeshttps://doi.org/10.3390/app15084083openalex-snapshot
Stability Analysis of the Longitudinal Slope Linear Shield Tunnel Excavation Face
inferred← citeshttps://doi.org/10.3390/app16178635openalex-snapshot
Study on Visual Simulation Proportion Optimization and Mechanical Properties of Slate Strata in Changsha
inferred← citeshttps://doi.org/10.3390/buildings14082414openalex-snapshot
Large-Deformation Modeling of Surface Instability and Ground Collapse during Tunnel Excavation by Material Point Method
inferred← citeshttps://doi.org/10.3390/infrastructures11070212openalex-snapshot
Material Systems and Applicability Evaluation of Transparent Soil: Toward Transparent Model Testing in Geotechnical Engineering
inferred← citeshttps://doi.org/10.3390/ma18071470openalex-snapshot
The Bearing Characteristics of a Grillage Root Foundation Based on a Transparent Soil Material: Enhancing the Bearing Capacity
inferred← citeshttps://doi.org/10.3799/dqkx.2022.255openalex-snapshot
基于支持向量机的缩径桩承载力可靠度分析
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